diff --git a/.gitignore b/.gitignore
new file mode 100644
index 00000000..35a105e9
--- /dev/null
+++ b/.gitignore
@@ -0,0 +1,17 @@
+
+# Ignore compiled files
+__pycache__/
+*.pyc
+
+# Ignore models and output
+MP_TESTING/predicted_output.pt
+#ignore the predicted node output
+MP_TESTING/predicted_node_outputs.csv
+
+# Ignore installers
+Miniconda3-*.sh
+
+# Ignore all 3DFrame.* files in MP_TESTING
+MP_TESTING/3DFrame.*
+
+
diff --git a/.idea/.gitignore b/.idea/.gitignore
new file mode 100644
index 00000000..26d33521
--- /dev/null
+++ b/.idea/.gitignore
@@ -0,0 +1,3 @@
+# Default ignored files
+/shelf/
+/workspace.xml
diff --git a/.idea/StructGNN.iml b/.idea/StructGNN.iml
new file mode 100644
index 00000000..d8b3f6cb
--- /dev/null
+++ b/.idea/StructGNN.iml
@@ -0,0 +1,8 @@
+<?xml version="1.0" encoding="UTF-8"?>
+<module type="PYTHON_MODULE" version="4">
+  <component name="NewModuleRootManager">
+    <content url="file://$MODULE_DIR$" />
+    <orderEntry type="jdk" jdkName="Python 3.13" jdkType="Python SDK" />
+    <orderEntry type="sourceFolder" forTests="false" />
+  </component>
+</module>
\ No newline at end of file
diff --git a/.idea/inspectionProfiles/profiles_settings.xml b/.idea/inspectionProfiles/profiles_settings.xml
new file mode 100644
index 00000000..105ce2da
--- /dev/null
+++ b/.idea/inspectionProfiles/profiles_settings.xml
@@ -0,0 +1,6 @@
+<component name="InspectionProjectProfileManager">
+  <settings>
+    <option name="USE_PROJECT_PROFILE" value="false" />
+    <version value="1.0" />
+  </settings>
+</component>
\ No newline at end of file
diff --git a/.idea/misc.xml b/.idea/misc.xml
new file mode 100644
index 00000000..1d3ce46b
--- /dev/null
+++ b/.idea/misc.xml
@@ -0,0 +1,7 @@
+<?xml version="1.0" encoding="UTF-8"?>
+<project version="4">
+  <component name="Black">
+    <option name="sdkName" value="Python 3.13" />
+  </component>
+  <component name="ProjectRootManager" version="2" project-jdk-name="Python 3.13" project-jdk-type="Python SDK" />
+</project>
\ No newline at end of file
diff --git a/.idea/modules.xml b/.idea/modules.xml
new file mode 100644
index 00000000..277dff59
--- /dev/null
+++ b/.idea/modules.xml
@@ -0,0 +1,8 @@
+<?xml version="1.0" encoding="UTF-8"?>
+<project version="4">
+  <component name="ProjectModuleManager">
+    <modules>
+      <module fileurl="file://$PROJECT_DIR$/.idea/StructGNN.iml" filepath="$PROJECT_DIR$/.idea/StructGNN.iml" />
+    </modules>
+  </component>
+</project>
\ No newline at end of file
diff --git a/.idea/vcs.xml b/.idea/vcs.xml
new file mode 100644
index 00000000..35eb1ddf
--- /dev/null
+++ b/.idea/vcs.xml
@@ -0,0 +1,6 @@
+<?xml version="1.0" encoding="UTF-8"?>
+<project version="4">
+  <component name="VcsDirectoryMappings">
+    <mapping directory="" vcs="Git" />
+  </component>
+</project>
\ No newline at end of file
diff --git a/3DFrame.$2k b/3DFrame.$2k
new file mode 100644
index 00000000..8db241eb
--- /dev/null
+++ b/3DFrame.$2k
@@ -0,0 +1,4659 @@
+File C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\3DFrame.$2k was saved on m/d/yy at h:mm:ss
+ 
+TABLE:  "ACTIVE DEGREES OF FREEDOM"
+   UX=Yes   UY=Yes   UZ=Yes   RX=Yes   RY=Yes   RZ=Yes
+ 
+TABLE:  "ANALYSIS OPTIONS"
+   Solver=Advanced   SolverProc=Auto   Force32Bit=No   StiffCase=None   GeomMod=None   HingeOpt="In Elements"   NumAThreads=0   MaxFileSize=0   NumDThreads=0   NumRThreads=0   UseMMFiles="Program Determined"   AllowDiff=No
+ 
+TABLE:  "AUTO WAVE 3 - WAVE CHARACTERISTICS - GENERAL"
+   WaveChar=Default   WaveType="From Theory"   KinFactor=1   SWaterDepth=150   WaveHeight=60   WavePeriod=12   WaveTheory=Linear
+ 
+TABLE:  "CASE - MODAL 1 - GENERAL"
+   Case=MODAL   ModeType=Eigen   MaxNumModes=12   MinNumModes=1   EigenShift=0   EigenCutoff=0   EigenTol=1E-09   AutoShift=Yes
+ 
+TABLE:  "CASE - STATIC 1 - LOAD ASSIGNMENTS"
+   Case=DEAD   LoadType="Load pattern"   LoadName=DEAD   LoadSF=1
+   Case=TOP_LOAD   LoadType="Load pattern"   LoadName=TOP_LOAD   LoadSF=1
+ 
+TABLE:  "CONNECTIVITY - FRAME"
+   Frame=1   JointI=1   JointJ=2   IsCurved=No   GUID=4009b247-5633-4fdb-80ba-34f9119b264f
+   Frame=2   JointI=2   JointJ=3   IsCurved=No   GUID=1c9084bc-bc86-4e53-abd7-647337324de4
+   Frame=3   JointI=3   JointJ=4   IsCurved=No   GUID=a575bbff-1df9-4942-9aa3-df7048b1e200
+   Frame=4   JointI=4   JointJ=5   IsCurved=No   GUID=dc9123ce-c3b0-4b4e-92d2-93928858226a
+   Frame=5   JointI=5   JointJ=6   IsCurved=No   GUID=2dd4e5cd-684e-499f-83b8-4bc150f806c2
+   Frame=6   JointI=6   JointJ=7   IsCurved=No   GUID=c35cc4d7-259c-4026-8b1c-b9276ed3231e
+   Frame=7   JointI=8   JointJ=9   IsCurved=No   GUID=cd29236e-3646-4814-893b-55b365ada8ec
+   Frame=8   JointI=9   JointJ=10   IsCurved=No   GUID=a9602785-8395-4ce3-abb4-bd1b358790d6
+   Frame=9   JointI=10   JointJ=11   IsCurved=No   GUID=c45bce50-c569-47ff-9bbe-3c192710f271
+   Frame=10   JointI=11   JointJ=12   IsCurved=No   GUID=f13c7fac-d0a9-4b5a-9885-25fdb1d5cd02
+   Frame=11   JointI=12   JointJ=13   IsCurved=No   GUID=82fa8dd9-6c21-49a0-aca3-be5f3b23d2cd
+   Frame=12   JointI=13   JointJ=14   IsCurved=No   GUID=1a0324ec-9d31-4ce5-a40e-a8974f1aa817
+   Frame=13   JointI=15   JointJ=16   IsCurved=No   GUID=9d7f92b8-6186-49f7-acba-6d81594f0479
+   Frame=14   JointI=16   JointJ=17   IsCurved=No   GUID=1a89ff62-bfcc-429b-9359-46e9e0536750
+   Frame=15   JointI=17   JointJ=18   IsCurved=No   GUID=5e53654b-9fe3-41af-9e11-01af19697680
+   Frame=16   JointI=18   JointJ=19   IsCurved=No   GUID=01db9626-9cdd-47ee-b0bd-3a91fb13ca16
+   Frame=17   JointI=19   JointJ=20   IsCurved=No   GUID=63f4259b-73dc-4c74-8169-72df9d9ed073
+   Frame=18   JointI=20   JointJ=21   IsCurved=No   GUID=aa1a76a1-6240-4ec4-ad03-890fc6d420b2
+   Frame=19   JointI=22   JointJ=23   IsCurved=No   GUID=601bdf19-ade5-47c8-89d6-f7f0b44282de
+   Frame=20   JointI=23   JointJ=24   IsCurved=No   GUID=1a365b8c-37ce-46f5-b10b-a94b7cc85cca
+   Frame=21   JointI=24   JointJ=25   IsCurved=No   GUID=d91c1c9e-6e98-4a28-be89-c0a95067d417
+   Frame=22   JointI=25   JointJ=26   IsCurved=No   GUID=c4d8c0ff-d366-4dcf-8fb5-87dd97600850
+   Frame=23   JointI=26   JointJ=27   IsCurved=No   GUID=d6c8a3c4-3e4c-4801-81d8-96ae1aa004c3
+   Frame=24   JointI=27   JointJ=28   IsCurved=No   GUID=a0b69571-0791-452e-8495-c0b21ac305b9
+   Frame=25   JointI=29   JointJ=30   IsCurved=No   GUID=275a34d4-d553-4846-961b-92ca9a167e50
+   Frame=26   JointI=30   JointJ=31   IsCurved=No   GUID=b0437544-9a75-4e35-97a6-594d11e9a5ee
+   Frame=27   JointI=31   JointJ=32   IsCurved=No   GUID=89a52fbe-4b46-4ec4-8e94-7fa57a64df71
+   Frame=28   JointI=32   JointJ=33   IsCurved=No   GUID=ceaa7a4b-0c65-4829-af49-60b70088f598
+   Frame=29   JointI=33   JointJ=34   IsCurved=No   GUID=41c1481b-5167-4c26-bed4-86d10918339e
+   Frame=30   JointI=34   JointJ=35   IsCurved=No   GUID=481d27b9-d18c-4f15-86e0-5ab338b81158
+   Frame=31   JointI=36   JointJ=37   IsCurved=No   GUID=cdec72ff-c03e-4a71-86f4-0fd1be99ada5
+   Frame=32   JointI=37   JointJ=38   IsCurved=No   GUID=539274ab-e0cc-416c-9df6-6ec19516d999
+   Frame=33   JointI=38   JointJ=39   IsCurved=No   GUID=36ef6adb-692b-464c-ba7f-f736cb66f257
+   Frame=34   JointI=39   JointJ=40   IsCurved=No   GUID=877523f0-486b-4132-9ea6-e7e52b5e0542
+   Frame=35   JointI=40   JointJ=41   IsCurved=No   GUID=5b3c9afa-f706-4b6d-8e77-73572e84e523
+   Frame=36   JointI=41   JointJ=42   IsCurved=No   GUID=d49b2796-ca3f-4d74-af35-b17ba1a8b2ec
+   Frame=37   JointI=43   JointJ=44   IsCurved=No   GUID=28006570-ecd2-4c15-8482-d2fb6057233b
+   Frame=38   JointI=44   JointJ=45   IsCurved=No   GUID=f36cc7d3-81e2-4197-b7af-cd4af55f2d42
+   Frame=39   JointI=45   JointJ=46   IsCurved=No   GUID=6fe87a5a-acbd-41d3-9190-7a4ed6fcd4a5
+   Frame=40   JointI=46   JointJ=47   IsCurved=No   GUID=7d3ec8d8-52dd-4f61-89fb-66a75cf48897
+   Frame=41   JointI=47   JointJ=48   IsCurved=No   GUID=11aaefaa-d374-45ca-8727-e1d929a675a6
+   Frame=42   JointI=48   JointJ=49   IsCurved=No   GUID=2af692b9-0e09-4e32-b9e3-7c3648aca2af
+   Frame=43   JointI=50   JointJ=51   IsCurved=No   GUID=9940efba-165a-49c6-a253-79607c2c7434
+   Frame=44   JointI=51   JointJ=52   IsCurved=No   GUID=e7760c53-5d1f-4c76-8a51-00bdf209f6c0
+   Frame=45   JointI=52   JointJ=53   IsCurved=No   GUID=523dd783-1945-4baf-874e-b943d507668a
+   Frame=46   JointI=53   JointJ=54   IsCurved=No   GUID=583860f7-b72a-46cc-9606-de9dc4c755f1
+   Frame=47   JointI=54   JointJ=55   IsCurved=No   GUID=19622a34-7279-45cc-8abd-a03523da55cb
+   Frame=48   JointI=55   JointJ=56   IsCurved=No   GUID=20527926-1b43-4357-b7d7-4acb2572507d
+   Frame=49   JointI=57   JointJ=58   IsCurved=No   GUID=80115b6d-1245-478b-86b2-b2a421c1f232
+   Frame=50   JointI=58   JointJ=59   IsCurved=No   GUID=1e0958bc-43dd-4abc-a9b3-34c91a99cc29
+   Frame=51   JointI=59   JointJ=60   IsCurved=No   GUID=34e9aa68-4c47-4bf5-ab6b-919f736e5b38
+   Frame=52   JointI=60   JointJ=61   IsCurved=No   GUID=7fd1cd28-0c5e-498a-87ce-d57c12a817bc
+   Frame=53   JointI=61   JointJ=62   IsCurved=No   GUID=1a231f4e-4cde-4916-af99-d96f3eb6d948
+   Frame=54   JointI=62   JointJ=63   IsCurved=No   GUID=f00e6099-772e-4dbb-9245-7cf2d03c840e
+   Frame=55   JointI=64   JointJ=65   IsCurved=No   GUID=44ad7aa0-4a96-4441-aa97-259c1a282f1b
+   Frame=56   JointI=65   JointJ=66   IsCurved=No   GUID=4ee4bd63-7c51-4a43-8c21-dd8bc57323fd
+   Frame=57   JointI=66   JointJ=67   IsCurved=No   GUID=84aeb955-8d6f-4e24-9bd7-a865b7d966eb
+   Frame=58   JointI=67   JointJ=68   IsCurved=No   GUID=bdc056d0-fd75-4643-a19b-86aa30fcba2a
+   Frame=59   JointI=68   JointJ=69   IsCurved=No   GUID=f0f64aea-da7c-4789-af84-9855a05c49e1
+   Frame=60   JointI=69   JointJ=70   IsCurved=No   GUID=80b9a78e-6a3d-4e7f-8b63-ac31b81f79b4
+   Frame=61   JointI=71   JointJ=72   IsCurved=No   GUID=c0930910-6a5b-40cd-a4a8-6c94a04f2b9e
+   Frame=62   JointI=72   JointJ=73   IsCurved=No   GUID=4c2acb0e-7bd7-4e43-8bf7-51011f337e6a
+   Frame=63   JointI=73   JointJ=74   IsCurved=No   GUID=215386fb-3695-44e3-81d6-4fe6ca949f9b
+   Frame=64   JointI=74   JointJ=75   IsCurved=No   GUID=7b7b31e7-3b53-4b5c-9016-e9c04a6f9be6
+   Frame=65   JointI=75   JointJ=76   IsCurved=No   GUID=bc08f272-4b3a-4200-9fc0-5566acc610db
+   Frame=66   JointI=76   JointJ=77   IsCurved=No   GUID=9e88494f-3dd0-4df8-b041-5d3d4a1c50ea
+   Frame=67   JointI=78   JointJ=79   IsCurved=No   GUID=a0c953bd-ae6e-40b8-945e-1f7957d5e441
+   Frame=68   JointI=79   JointJ=80   IsCurved=No   GUID=54495126-89ef-4644-a409-3efbfd1832d7
+   Frame=69   JointI=80   JointJ=81   IsCurved=No   GUID=dc27fc0d-889e-4b13-9e76-6d20c0c2d691
+   Frame=70   JointI=81   JointJ=82   IsCurved=No   GUID=7c5938f9-c6a2-4871-b4a7-19c9be21122a
+   Frame=71   JointI=82   JointJ=83   IsCurved=No   GUID=d843a583-9213-462a-8dad-688bb27b4348
+   Frame=72   JointI=83   JointJ=84   IsCurved=No   GUID=504521f6-e266-4c13-9265-e14496d75f9f
+   Frame=73   JointI=85   JointJ=86   IsCurved=No   GUID=2dd25a49-ac3a-4166-9e2a-7a5a1954a4f4
+   Frame=74   JointI=86   JointJ=87   IsCurved=No   GUID=27434680-8775-40b0-ae56-48151bcbbdd3
+   Frame=75   JointI=87   JointJ=88   IsCurved=No   GUID=b77577bf-7f62-4c89-9fe8-013958a4487e
+   Frame=76   JointI=88   JointJ=89   IsCurved=No   GUID=1a87a002-14d5-4498-84f4-49217dea7b39
+   Frame=77   JointI=89   JointJ=90   IsCurved=No   GUID=4ea58ec6-c5e1-46b1-bd33-941e38ac41cc
+   Frame=78   JointI=90   JointJ=91   IsCurved=No   GUID=ef84288f-74a5-4c47-a7dc-7888cb9e9f81
+   Frame=79   JointI=92   JointJ=93   IsCurved=No   GUID=47c763bc-5ba5-4a46-9ed6-a60a30461b30
+   Frame=80   JointI=93   JointJ=94   IsCurved=No   GUID=7b794150-c83e-4e1c-9072-74360f480621
+   Frame=81   JointI=94   JointJ=95   IsCurved=No   GUID=5a8630c7-bc22-4fbc-b555-268521a69a34
+   Frame=82   JointI=95   JointJ=96   IsCurved=No   GUID=8186ce6b-92c9-4779-bb3e-6f1069c96fef
+   Frame=83   JointI=96   JointJ=97   IsCurved=No   GUID=6fe4d9e6-8f6c-4c5c-a6ee-eb43261187ce
+   Frame=84   JointI=97   JointJ=98   IsCurved=No   GUID=a42b640d-fe74-4404-afb5-9d747c418ba4
+   Frame=85   JointI=99   JointJ=100   IsCurved=No   GUID=a42e9805-535f-46c6-b1d5-c786db8fd598
+   Frame=86   JointI=100   JointJ=101   IsCurved=No   GUID=47391edf-dcb3-4806-8576-045677a6e7c4
+   Frame=87   JointI=101   JointJ=102   IsCurved=No   GUID=a240ae26-1a44-4c44-83e5-553b16d28d76
+   Frame=88   JointI=102   JointJ=103   IsCurved=No   GUID=563ede9b-e10f-4b22-84b8-8f1cfe96fedb
+   Frame=89   JointI=103   JointJ=104   IsCurved=No   GUID=2165f0a4-24a5-45a1-bc2b-288c84bfb2f2
+   Frame=90   JointI=104   JointJ=105   IsCurved=No   GUID=ebad02e3-3bb3-4908-afe6-0f582357e2a0
+   Frame=91   JointI=106   JointJ=107   IsCurved=No   GUID=0d0c75c3-d7c4-4819-8192-f2aa327287c0
+   Frame=92   JointI=107   JointJ=108   IsCurved=No   GUID=45e3e233-9d46-4730-b807-d7782f7a0ea5
+   Frame=93   JointI=108   JointJ=109   IsCurved=No   GUID=5c203642-8713-4e97-825b-8f36edcf7944
+   Frame=94   JointI=109   JointJ=110   IsCurved=No   GUID=74381cf3-16eb-47a0-ac11-da3a2b117fe7
+   Frame=95   JointI=110   JointJ=111   IsCurved=No   GUID=6a8a3d82-47f2-46eb-9036-f2076f54a148
+   Frame=96   JointI=111   JointJ=112   IsCurved=No   GUID=69c8adef-7584-477a-8937-b029e10d36b9
+   Frame=97   JointI=113   JointJ=114   IsCurved=No   GUID=ebaf0a5c-eced-484d-b308-396b37a4d388
+   Frame=98   JointI=114   JointJ=115   IsCurved=No   GUID=56da9835-f323-471d-9a59-f1c0a773f821
+   Frame=99   JointI=115   JointJ=116   IsCurved=No   GUID=63508a6b-7320-4eb8-b06b-d638b7988adf
+   Frame=100   JointI=116   JointJ=117   IsCurved=No   GUID=cab1d3ef-9bc4-49fc-80b3-74fe4b4d54cc
+   Frame=101   JointI=117   JointJ=118   IsCurved=No   GUID=be3c7204-66da-4e15-b32f-bd55c309827a
+   Frame=102   JointI=118   JointJ=119   IsCurved=No   GUID=08c32e35-f8c4-40c0-bcfc-9ae1ef6ce5ed
+   Frame=103   JointI=120   JointJ=121   IsCurved=No   GUID=d8c70498-5882-4d70-a098-d02785f44684
+   Frame=104   JointI=121   JointJ=122   IsCurved=No   GUID=3e0a37a3-7705-4c2c-8fa3-7082183fb3e2
+   Frame=105   JointI=122   JointJ=123   IsCurved=No   GUID=10e9583e-3cd4-4d5c-a6f0-9be7ad6bb895
+   Frame=106   JointI=123   JointJ=124   IsCurved=No   GUID=e4863e28-37bf-4f10-a7c2-f627d61abed9
+   Frame=107   JointI=124   JointJ=125   IsCurved=No   GUID=8265551d-312a-4f63-b866-e3d6ede59675
+   Frame=108   JointI=125   JointJ=126   IsCurved=No   GUID=770e6590-907e-4879-8b34-78746c126e2a
+   Frame=109   JointI=127   JointJ=128   IsCurved=No   GUID=75557248-d0e7-4583-83de-67cce74b49c3
+   Frame=110   JointI=128   JointJ=129   IsCurved=No   GUID=3d7b17df-0c38-46ac-a649-ba595dd2c584
+   Frame=111   JointI=129   JointJ=130   IsCurved=No   GUID=ae11849a-8285-4370-8a8d-1969468e56ea
+   Frame=112   JointI=130   JointJ=131   IsCurved=No   GUID=f72b76cb-a757-452a-b98c-8fbc341030cd
+   Frame=113   JointI=131   JointJ=132   IsCurved=No   GUID=dc20b9d8-5ec2-49ca-9007-b3726826cae0
+   Frame=114   JointI=132   JointJ=133   IsCurved=No   GUID=17e874fc-ba95-4d84-ae47-45285f04cd9c
+   Frame=115   JointI=134   JointJ=135   IsCurved=No   GUID=66472a35-1b20-48a3-b594-338892c91e4a
+   Frame=116   JointI=135   JointJ=136   IsCurved=No   GUID=9e6ac56b-c5a9-492f-bd9d-4f23fbc90d06
+   Frame=117   JointI=136   JointJ=137   IsCurved=No   GUID=e27e285e-fec4-4624-a1a0-117ed678055c
+   Frame=118   JointI=137   JointJ=138   IsCurved=No   GUID=b529346e-3007-49ec-a725-62e25750988f
+   Frame=119   JointI=138   JointJ=139   IsCurved=No   GUID=8053b27b-b81f-42a3-861a-9d01e75b81af
+   Frame=120   JointI=139   JointJ=140   IsCurved=No   GUID=5a633392-864b-4723-8a6d-d510675300f6
+   Frame=121   JointI=141   JointJ=142   IsCurved=No   GUID=be1da490-c8c9-42f6-820a-f9e47a6d06de
+   Frame=122   JointI=142   JointJ=143   IsCurved=No   GUID=f6f62376-76f1-47a6-929b-c8ebd7cb330e
+   Frame=123   JointI=143   JointJ=144   IsCurved=No   GUID=23fdd682-2d12-493a-b062-935fb2d41997
+   Frame=124   JointI=144   JointJ=145   IsCurved=No   GUID=45adcd52-3d2d-47b8-aeb9-40c2909793ec
+   Frame=125   JointI=145   JointJ=146   IsCurved=No   GUID=e4b9d6ba-a2cd-4213-a18f-9e3f6bda7553
+   Frame=126   JointI=146   JointJ=147   IsCurved=No   GUID=8b55f824-5daf-4466-9920-d661dc60b192
+   Frame=127   JointI=148   JointJ=149   IsCurved=No   GUID=3a55cc02-5845-4428-be0e-f6a5fc969dec
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+   Frame=596   JointI=178   JointJ=185   IsCurved=No   GUID=6f85a16a-8a4d-4815-bfed-efe289f82375
+   Frame=597   JointI=179   JointJ=186   IsCurved=No   GUID=b4f503c0-7ebd-4571-9328-4cff229d9d12
+   Frame=598   JointI=180   JointJ=187   IsCurved=No   GUID=ca8739b7-91d2-4f65-934c-33d3297f8cb6
+   Frame=599   JointI=181   JointJ=188   IsCurved=No   GUID=5ffb6190-1d4b-47b7-a537-2d591277e4ef
+   Frame=600   JointI=182   JointJ=189   IsCurved=No   GUID=351802d7-4762-41ae-8644-6eacae2bd2c0
+   Frame=601   JointI=184   JointJ=191   IsCurved=No   GUID=2b6e5c41-aaf8-4b40-b8c1-00a29c1c8c51
+   Frame=602   JointI=185   JointJ=192   IsCurved=No   GUID=6662b069-40a5-4fcc-b2a9-0352bee749ec
+   Frame=603   JointI=186   JointJ=193   IsCurved=No   GUID=2162f781-3540-4334-9ce9-26ac0ac7f6bb
+   Frame=604   JointI=187   JointJ=194   IsCurved=No   GUID=8b25b61f-b9ed-4cb1-81f5-b8916ddc82a8
+   Frame=605   JointI=188   JointJ=195   IsCurved=No   GUID=db561b2e-bf9c-44d9-8bf0-547a34ab08ad
+   Frame=606   JointI=189   JointJ=196   IsCurved=No   GUID=000c2880-07fd-4be8-a379-d2b85ec6d1ae
+   Frame=607   JointI=198   JointJ=205   IsCurved=No   GUID=54b4020c-4095-4ef1-9f72-393070500dc6
+   Frame=608   JointI=199   JointJ=206   IsCurved=No   GUID=eccbbdb9-8fc7-4e98-bd82-9ac119d52d45
+   Frame=609   JointI=200   JointJ=207   IsCurved=No   GUID=130c951d-4a94-43cc-87b7-0c9f767d8bba
+   Frame=610   JointI=201   JointJ=208   IsCurved=No   GUID=3d4567b7-c650-47dd-bc2a-1def7af95a83
+   Frame=611   JointI=202   JointJ=209   IsCurved=No   GUID=3aa74b4e-1270-4edd-b74c-f898081a2a73
+   Frame=612   JointI=203   JointJ=210   IsCurved=No   GUID=0212abba-402a-45a5-ae83-ec581fa9ab1f
+   Frame=613   JointI=205   JointJ=212   IsCurved=No   GUID=f171ca0b-1487-43ec-8ec3-22548213b2df
+   Frame=614   JointI=206   JointJ=213   IsCurved=No   GUID=5f0a96ac-ccb0-4fc3-aed8-0eb8fb0cb21d
+   Frame=615   JointI=207   JointJ=214   IsCurved=No   GUID=3f980068-45c3-4ce1-8b36-3ac027e56184
+   Frame=616   JointI=208   JointJ=215   IsCurved=No   GUID=7e597b80-18c4-496e-bc97-21392f44901d
+   Frame=617   JointI=209   JointJ=216   IsCurved=No   GUID=5682f03f-f29f-4790-a09e-468d9872b523
+   Frame=618   JointI=210   JointJ=217   IsCurved=No   GUID=e2f94497-9c3f-4b4b-9d04-c4a10a10be11
+   Frame=619   JointI=212   JointJ=219   IsCurved=No   GUID=dd09306b-97c8-4649-97e1-0de1ab1e6fd2
+   Frame=620   JointI=213   JointJ=220   IsCurved=No   GUID=733978b1-cd0b-4a95-a573-8047737a8a9a
+   Frame=621   JointI=214   JointJ=221   IsCurved=No   GUID=b47c1aec-af40-41ea-8af6-c8345f743812
+   Frame=622   JointI=215   JointJ=222   IsCurved=No   GUID=1cd1994d-1a20-4699-a10c-c6b380113ba5
+   Frame=623   JointI=216   JointJ=223   IsCurved=No   GUID=01fc827a-a7ed-493b-b54f-f78b0fe64060
+   Frame=624   JointI=217   JointJ=224   IsCurved=No   GUID=53fdf805-3e28-40d2-8cc6-1068319b270e
+   Frame=625   JointI=219   JointJ=226   IsCurved=No   GUID=a7cebefc-888e-4b91-82f1-297ae541697c
+   Frame=626   JointI=220   JointJ=227   IsCurved=No   GUID=17fa3b83-2fe6-4252-b471-4f76dbcf17f8
+   Frame=627   JointI=221   JointJ=228   IsCurved=No   GUID=1253356f-e0a7-4243-918e-d1b42babc807
+   Frame=628   JointI=222   JointJ=229   IsCurved=No   GUID=9ae148ad-9c41-45e1-9fe2-4de4a4a635e7
+   Frame=629   JointI=223   JointJ=230   IsCurved=No   GUID=58cdc93e-1bf8-4210-a3f6-022f72f4f78e
+   Frame=630   JointI=224   JointJ=231   IsCurved=No   GUID=e8d232db-d2a9-4d2b-a3ea-55187ff12e72
+   Frame=631   JointI=226   JointJ=233   IsCurved=No   GUID=8510b8ab-df37-44f5-a047-37d499f0fab7
+   Frame=632   JointI=227   JointJ=234   IsCurved=No   GUID=13b9fcb0-d24e-4e0f-bfd3-131badc83b0b
+   Frame=633   JointI=228   JointJ=235   IsCurved=No   GUID=36d0ee52-b917-456a-9969-500e690f3101
+   Frame=634   JointI=229   JointJ=236   IsCurved=No   GUID=0b585cf2-b02d-4d7b-af1f-47c19ecba470
+   Frame=635   JointI=230   JointJ=237   IsCurved=No   GUID=10d588aa-7a64-4879-8a0b-c1b84ac40d62
+   Frame=636   JointI=231   JointJ=238   IsCurved=No   GUID=30915cc1-dd1a-4059-81bf-2ce6d5880f41
+   Frame=637   JointI=233   JointJ=240   IsCurved=No   GUID=a2419491-93e5-4bcf-87e4-21f8ab1a5f0f
+   Frame=638   JointI=234   JointJ=241   IsCurved=No   GUID=5b549c53-3688-47d2-bbf4-0f268da298c2
+   Frame=639   JointI=235   JointJ=242   IsCurved=No   GUID=67bda41d-dfef-4e21-b921-02e0c6db0ac0
+   Frame=640   JointI=236   JointJ=243   IsCurved=No   GUID=d1b21758-c641-43f9-a925-7873f792f741
+   Frame=641   JointI=237   JointJ=244   IsCurved=No   GUID=0d452783-2928-40b3-9d3f-ebc16381fad6
+   Frame=642   JointI=238   JointJ=245   IsCurved=No   GUID=79b9cfa6-1055-415c-bd26-d284ef0345ae
+   Frame=643   JointI=247   JointJ=254   IsCurved=No   GUID=b0f66d51-48ff-4642-bd65-67dc9cbf4419
+   Frame=644   JointI=248   JointJ=255   IsCurved=No   GUID=f2a25de6-82be-4652-8b99-b5bc19663bae
+   Frame=645   JointI=249   JointJ=256   IsCurved=No   GUID=139e5ebe-d2e3-4a40-874f-d80aa4385a98
+   Frame=646   JointI=250   JointJ=257   IsCurved=No   GUID=6143c273-0827-4844-aecc-ea241a6961bb
+   Frame=647   JointI=251   JointJ=258   IsCurved=No   GUID=d8e33e40-0739-4f9d-9171-b3f23cab8b68
+   Frame=648   JointI=252   JointJ=259   IsCurved=No   GUID=b786e6bd-3043-4c03-8035-98d031ae82fa
+   Frame=649   JointI=254   JointJ=261   IsCurved=No   GUID=0013dd93-386d-423f-8288-e3ca15b1593d
+   Frame=650   JointI=255   JointJ=262   IsCurved=No   GUID=8f29fe4c-16a5-4ec4-a93c-290bf8db57ac
+   Frame=651   JointI=256   JointJ=263   IsCurved=No   GUID=1cc9c212-8709-4a62-ab21-0c5a6adbbddc
+   Frame=652   JointI=257   JointJ=264   IsCurved=No   GUID=36cc8936-661e-425a-b921-8a40afdd3b1b
+   Frame=653   JointI=258   JointJ=265   IsCurved=No   GUID=3a59071d-32f5-4f7d-8fd4-fcd848109a27
+   Frame=654   JointI=259   JointJ=266   IsCurved=No   GUID=04ba464f-4041-4ed9-8f91-0ac4639f5c60
+   Frame=655   JointI=261   JointJ=268   IsCurved=No   GUID=791e9979-4506-4a12-9b55-aa71d8857647
+   Frame=656   JointI=262   JointJ=269   IsCurved=No   GUID=7e26ca42-f98c-438a-acf9-04aaa2bf7e51
+   Frame=657   JointI=263   JointJ=270   IsCurved=No   GUID=c5acc54f-e8cf-4789-bb54-c53d799729e5
+   Frame=658   JointI=264   JointJ=271   IsCurved=No   GUID=a048d145-e7bf-483c-ae1a-b33ac735c009
+   Frame=659   JointI=265   JointJ=272   IsCurved=No   GUID=7130ed8d-a317-4ce8-b396-c71d00038221
+   Frame=660   JointI=266   JointJ=273   IsCurved=No   GUID=12712334-1b23-4a22-b24f-f430b8b7d94d
+   Frame=661   JointI=268   JointJ=275   IsCurved=No   GUID=16dcc339-0d71-405a-84ad-292317d12b5c
+   Frame=662   JointI=269   JointJ=276   IsCurved=No   GUID=b4ba916b-2570-4a28-9014-f03aea5e5f41
+   Frame=663   JointI=270   JointJ=277   IsCurved=No   GUID=bf3ab631-00a1-4229-a89e-5cbdf1e9d141
+   Frame=664   JointI=271   JointJ=278   IsCurved=No   GUID=cb8691c7-02f7-4704-9310-a4c09381a288
+   Frame=665   JointI=272   JointJ=279   IsCurved=No   GUID=fea4ff2f-f8be-4ae1-9e00-76656873a95b
+   Frame=666   JointI=273   JointJ=280   IsCurved=No   GUID=c6d5a401-1e7c-41e9-be5b-179d3000257c
+   Frame=667   JointI=275   JointJ=282   IsCurved=No   GUID=348fbc7b-8d50-4a0d-b459-0df5f6bb4c4d
+   Frame=668   JointI=276   JointJ=283   IsCurved=No   GUID=c473c3a4-a13c-423a-bba8-8e9ccf6eb3d8
+   Frame=669   JointI=277   JointJ=284   IsCurved=No   GUID=02fa0a6c-d81b-4f0e-a3d3-6253484a5561
+   Frame=670   JointI=278   JointJ=285   IsCurved=No   GUID=3918a944-03c1-448e-bab5-73ca4c8d22db
+   Frame=671   JointI=279   JointJ=286   IsCurved=No   GUID=09f1f4aa-5db8-4614-bc07-eb48750e5195
+   Frame=672   JointI=280   JointJ=287   IsCurved=No   GUID=fca47f8e-cf3c-4650-93e4-bffaa0efd80e
+   Frame=673   JointI=282   JointJ=289   IsCurved=No   GUID=c26d998d-9878-40c7-9aaa-b7bee97a3c90
+   Frame=674   JointI=283   JointJ=290   IsCurved=No   GUID=b7afdcf6-4668-43d3-ad1e-0d80df771415
+   Frame=675   JointI=284   JointJ=291   IsCurved=No   GUID=3839a802-ffca-4aca-b1c6-64bce676f9cb
+   Frame=676   JointI=285   JointJ=292   IsCurved=No   GUID=cb93fa2c-87cf-4f7f-bb9f-8d6029721f04
+   Frame=677   JointI=286   JointJ=293   IsCurved=No   GUID=6c0a0b15-e831-4621-98f5-93bfbf30910f
+   Frame=678   JointI=287   JointJ=294   IsCurved=No   GUID=8481adda-6c4e-47a1-91fa-a4d5f7e935cf
+ 
+TABLE:  "COORDINATE SYSTEMS"
+   Name=GLOBAL   Type=Cartesian   X=0   Y=0   Z=0   AboutZ=0   AboutY=0   AboutX=0
+ 
+TABLE:  "DATABASE DOCUMENTATION"
+ 
+TABLE:  "DATABASE FORMAT TYPES"
+   UnitsCurr=Yes   OverrideE=No
+ 
+TABLE:  "FRAME AUTO MESH ASSIGNMENTS"
+   Frame=1   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=2   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=3   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=4   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=5   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=6   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=7   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=8   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=9   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=10   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=11   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=12   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=13   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=14   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=15   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=16   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=17   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=18   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=19   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=20   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=21   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=22   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=23   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=24   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=25   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=26   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=27   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=28   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=29   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=30   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=31   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=32   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=33   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=34   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=35   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=36   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=37   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=38   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=39   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=40   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=41   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=42   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=43   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=44   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=45   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=46   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=47   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=48   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=49   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=50   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=51   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=52   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=53   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=54   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=55   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=56   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=57   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=58   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=59   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=60   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=61   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=62   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=63   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=64   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=65   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=66   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=67   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=68   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=69   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=70   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=71   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=72   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=73   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=74   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=75   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=76   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=77   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=78   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=79   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=80   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=81   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=82   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=83   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=84   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=85   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=86   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=87   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=88   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=89   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=90   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=91   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=92   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=93   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=94   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
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+   Frame=498   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=499   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=500   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=501   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=502   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=503   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=504   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=505   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=506   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=507   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=508   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=509   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=510   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=511   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=512   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=513   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=514   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=515   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=516   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=517   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=518   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=519   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=520   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=521   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=522   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=523   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=524   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=525   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=526   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=527   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=528   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=529   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=530   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=531   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=532   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=533   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=534   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=535   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=536   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=537   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=538   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=539   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=540   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=541   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=542   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=543   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=544   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=545   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=546   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=547   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=548   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=549   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=550   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=551   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=552   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=553   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=554   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=555   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=556   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=557   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=558   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=559   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=560   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=561   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=562   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=563   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=564   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=565   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=566   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=567   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=568   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=569   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=570   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=571   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=572   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=573   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=574   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=575   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=576   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=577   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=578   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=579   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=580   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=581   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=582   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=583   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=584   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=585   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=586   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=587   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=588   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=589   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=590   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=591   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=592   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=593   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=594   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=595   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=596   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=597   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=598   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=599   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=600   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=601   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=602   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=603   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=604   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=605   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=606   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=607   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=608   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=609   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=610   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=611   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=612   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=613   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=614   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=615   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=616   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=617   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=618   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=619   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=620   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=621   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=622   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=623   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=624   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=625   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=626   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=627   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=628   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=629   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=630   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=631   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=632   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=633   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=634   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=635   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=636   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=637   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=638   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=639   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=640   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=641   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=642   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=643   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=644   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=645   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=646   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=647   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=648   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=649   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=650   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=651   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=652   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=653   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=654   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=655   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=656   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=657   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=658   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=659   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=660   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=661   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=662   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=663   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=664   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=665   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=666   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=667   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=668   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=669   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=670   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=671   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=672   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=673   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=674   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=675   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=676   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=677   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+   Frame=678   AutoMesh=Yes   AtJoints=Yes   AtFrames=No   NumSegments=0   MaxLength=0   MaxDegrees=0
+ 
+TABLE:  "FRAME DESIGN PROCEDURES"
+   Frame=1   DesignProc="From Material"
+   Frame=2   DesignProc="From Material"
+   Frame=3   DesignProc="From Material"
+   Frame=4   DesignProc="From Material"
+   Frame=5   DesignProc="From Material"
+   Frame=6   DesignProc="From Material"
+   Frame=7   DesignProc="From Material"
+   Frame=8   DesignProc="From Material"
+   Frame=9   DesignProc="From Material"
+   Frame=10   DesignProc="From Material"
+   Frame=11   DesignProc="From Material"
+   Frame=12   DesignProc="From Material"
+   Frame=13   DesignProc="From Material"
+   Frame=14   DesignProc="From Material"
+   Frame=15   DesignProc="From Material"
+   Frame=16   DesignProc="From Material"
+   Frame=17   DesignProc="From Material"
+   Frame=18   DesignProc="From Material"
+   Frame=19   DesignProc="From Material"
+   Frame=20   DesignProc="From Material"
+   Frame=21   DesignProc="From Material"
+   Frame=22   DesignProc="From Material"
+   Frame=23   DesignProc="From Material"
+   Frame=24   DesignProc="From Material"
+   Frame=25   DesignProc="From Material"
+   Frame=26   DesignProc="From Material"
+   Frame=27   DesignProc="From Material"
+   Frame=28   DesignProc="From Material"
+   Frame=29   DesignProc="From Material"
+   Frame=30   DesignProc="From Material"
+   Frame=31   DesignProc="From Material"
+   Frame=32   DesignProc="From Material"
+   Frame=33   DesignProc="From Material"
+   Frame=34   DesignProc="From Material"
+   Frame=35   DesignProc="From Material"
+   Frame=36   DesignProc="From Material"
+   Frame=37   DesignProc="From Material"
+   Frame=38   DesignProc="From Material"
+   Frame=39   DesignProc="From Material"
+   Frame=40   DesignProc="From Material"
+   Frame=41   DesignProc="From Material"
+   Frame=42   DesignProc="From Material"
+   Frame=43   DesignProc="From Material"
+   Frame=44   DesignProc="From Material"
+   Frame=45   DesignProc="From Material"
+   Frame=46   DesignProc="From Material"
+   Frame=47   DesignProc="From Material"
+   Frame=48   DesignProc="From Material"
+   Frame=49   DesignProc="From Material"
+   Frame=50   DesignProc="From Material"
+   Frame=51   DesignProc="From Material"
+   Frame=52   DesignProc="From Material"
+   Frame=53   DesignProc="From Material"
+   Frame=54   DesignProc="From Material"
+   Frame=55   DesignProc="From Material"
+   Frame=56   DesignProc="From Material"
+   Frame=57   DesignProc="From Material"
+   Frame=58   DesignProc="From Material"
+   Frame=59   DesignProc="From Material"
+   Frame=60   DesignProc="From Material"
+   Frame=61   DesignProc="From Material"
+   Frame=62   DesignProc="From Material"
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+   Frame=643   DesignProc="From Material"
+   Frame=644   DesignProc="From Material"
+   Frame=645   DesignProc="From Material"
+   Frame=646   DesignProc="From Material"
+   Frame=647   DesignProc="From Material"
+   Frame=648   DesignProc="From Material"
+   Frame=649   DesignProc="From Material"
+   Frame=650   DesignProc="From Material"
+   Frame=651   DesignProc="From Material"
+   Frame=652   DesignProc="From Material"
+   Frame=653   DesignProc="From Material"
+   Frame=654   DesignProc="From Material"
+   Frame=655   DesignProc="From Material"
+   Frame=656   DesignProc="From Material"
+   Frame=657   DesignProc="From Material"
+   Frame=658   DesignProc="From Material"
+   Frame=659   DesignProc="From Material"
+   Frame=660   DesignProc="From Material"
+   Frame=661   DesignProc="From Material"
+   Frame=662   DesignProc="From Material"
+   Frame=663   DesignProc="From Material"
+   Frame=664   DesignProc="From Material"
+   Frame=665   DesignProc="From Material"
+   Frame=666   DesignProc="From Material"
+   Frame=667   DesignProc="From Material"
+   Frame=668   DesignProc="From Material"
+   Frame=669   DesignProc="From Material"
+   Frame=670   DesignProc="From Material"
+   Frame=671   DesignProc="From Material"
+   Frame=672   DesignProc="From Material"
+   Frame=673   DesignProc="From Material"
+   Frame=674   DesignProc="From Material"
+   Frame=675   DesignProc="From Material"
+   Frame=676   DesignProc="From Material"
+   Frame=677   DesignProc="From Material"
+   Frame=678   DesignProc="From Material"
+ 
+TABLE:  "FRAME LOAD TRANSFER OPTIONS"
+   Frame=1   Transfer=Yes
+   Frame=2   Transfer=Yes
+   Frame=3   Transfer=Yes
+   Frame=4   Transfer=Yes
+   Frame=5   Transfer=Yes
+   Frame=6   Transfer=Yes
+   Frame=7   Transfer=Yes
+   Frame=8   Transfer=Yes
+   Frame=9   Transfer=Yes
+   Frame=10   Transfer=Yes
+   Frame=11   Transfer=Yes
+   Frame=12   Transfer=Yes
+   Frame=13   Transfer=Yes
+   Frame=14   Transfer=Yes
+   Frame=15   Transfer=Yes
+   Frame=16   Transfer=Yes
+   Frame=17   Transfer=Yes
+   Frame=18   Transfer=Yes
+   Frame=19   Transfer=Yes
+   Frame=20   Transfer=Yes
+   Frame=21   Transfer=Yes
+   Frame=22   Transfer=Yes
+   Frame=23   Transfer=Yes
+   Frame=24   Transfer=Yes
+   Frame=25   Transfer=Yes
+   Frame=26   Transfer=Yes
+   Frame=27   Transfer=Yes
+   Frame=28   Transfer=Yes
+   Frame=29   Transfer=Yes
+   Frame=30   Transfer=Yes
+   Frame=31   Transfer=Yes
+   Frame=32   Transfer=Yes
+   Frame=33   Transfer=Yes
+   Frame=34   Transfer=Yes
+   Frame=35   Transfer=Yes
+   Frame=36   Transfer=Yes
+   Frame=37   Transfer=Yes
+   Frame=38   Transfer=Yes
+   Frame=39   Transfer=Yes
+   Frame=40   Transfer=Yes
+   Frame=41   Transfer=Yes
+   Frame=42   Transfer=Yes
+   Frame=43   Transfer=Yes
+   Frame=44   Transfer=Yes
+   Frame=45   Transfer=Yes
+   Frame=46   Transfer=Yes
+   Frame=47   Transfer=Yes
+   Frame=48   Transfer=Yes
+   Frame=49   Transfer=Yes
+   Frame=50   Transfer=Yes
+   Frame=51   Transfer=Yes
+   Frame=52   Transfer=Yes
+   Frame=53   Transfer=Yes
+   Frame=54   Transfer=Yes
+   Frame=55   Transfer=Yes
+   Frame=56   Transfer=Yes
+   Frame=57   Transfer=Yes
+   Frame=58   Transfer=Yes
+   Frame=59   Transfer=Yes
+   Frame=60   Transfer=Yes
+   Frame=61   Transfer=Yes
+   Frame=62   Transfer=Yes
+   Frame=63   Transfer=Yes
+   Frame=64   Transfer=Yes
+   Frame=65   Transfer=Yes
+   Frame=66   Transfer=Yes
+   Frame=67   Transfer=Yes
+   Frame=68   Transfer=Yes
+   Frame=69   Transfer=Yes
+   Frame=70   Transfer=Yes
+   Frame=71   Transfer=Yes
+   Frame=72   Transfer=Yes
+   Frame=73   Transfer=Yes
+   Frame=74   Transfer=Yes
+   Frame=75   Transfer=Yes
+   Frame=76   Transfer=Yes
+   Frame=77   Transfer=Yes
+   Frame=78   Transfer=Yes
+   Frame=79   Transfer=Yes
+   Frame=80   Transfer=Yes
+   Frame=81   Transfer=Yes
+   Frame=82   Transfer=Yes
+   Frame=83   Transfer=Yes
+   Frame=84   Transfer=Yes
+   Frame=85   Transfer=Yes
+   Frame=86   Transfer=Yes
+   Frame=87   Transfer=Yes
+   Frame=88   Transfer=Yes
+   Frame=89   Transfer=Yes
+   Frame=90   Transfer=Yes
+   Frame=91   Transfer=Yes
+   Frame=92   Transfer=Yes
+   Frame=93   Transfer=Yes
+   Frame=94   Transfer=Yes
+   Frame=95   Transfer=Yes
+   Frame=96   Transfer=Yes
+   Frame=97   Transfer=Yes
+   Frame=98   Transfer=Yes
+   Frame=99   Transfer=Yes
+   Frame=100   Transfer=Yes
+   Frame=101   Transfer=Yes
+   Frame=102   Transfer=Yes
+   Frame=103   Transfer=Yes
+   Frame=104   Transfer=Yes
+   Frame=105   Transfer=Yes
+   Frame=106   Transfer=Yes
+   Frame=107   Transfer=Yes
+   Frame=108   Transfer=Yes
+   Frame=109   Transfer=Yes
+   Frame=110   Transfer=Yes
+   Frame=111   Transfer=Yes
+   Frame=112   Transfer=Yes
+   Frame=113   Transfer=Yes
+   Frame=114   Transfer=Yes
+   Frame=115   Transfer=Yes
+   Frame=116   Transfer=Yes
+   Frame=117   Transfer=Yes
+   Frame=118   Transfer=Yes
+   Frame=119   Transfer=Yes
+   Frame=120   Transfer=Yes
+   Frame=121   Transfer=Yes
+   Frame=122   Transfer=Yes
+   Frame=123   Transfer=Yes
+   Frame=124   Transfer=Yes
+   Frame=125   Transfer=Yes
+   Frame=126   Transfer=Yes
+   Frame=127   Transfer=Yes
+   Frame=128   Transfer=Yes
+   Frame=129   Transfer=Yes
+   Frame=130   Transfer=Yes
+   Frame=131   Transfer=Yes
+   Frame=132   Transfer=Yes
+   Frame=133   Transfer=Yes
+   Frame=134   Transfer=Yes
+   Frame=135   Transfer=Yes
+   Frame=136   Transfer=Yes
+   Frame=137   Transfer=Yes
+   Frame=138   Transfer=Yes
+   Frame=139   Transfer=Yes
+   Frame=140   Transfer=Yes
+   Frame=141   Transfer=Yes
+   Frame=142   Transfer=Yes
+   Frame=143   Transfer=Yes
+   Frame=144   Transfer=Yes
+   Frame=145   Transfer=Yes
+   Frame=146   Transfer=Yes
+   Frame=147   Transfer=Yes
+   Frame=148   Transfer=Yes
+   Frame=149   Transfer=Yes
+   Frame=150   Transfer=Yes
+   Frame=151   Transfer=Yes
+   Frame=152   Transfer=Yes
+   Frame=153   Transfer=Yes
+   Frame=154   Transfer=Yes
+   Frame=155   Transfer=Yes
+   Frame=156   Transfer=Yes
+   Frame=157   Transfer=Yes
+   Frame=158   Transfer=Yes
+   Frame=159   Transfer=Yes
+   Frame=160   Transfer=Yes
+   Frame=161   Transfer=Yes
+   Frame=162   Transfer=Yes
+   Frame=163   Transfer=Yes
+   Frame=164   Transfer=Yes
+   Frame=165   Transfer=Yes
+   Frame=166   Transfer=Yes
+   Frame=167   Transfer=Yes
+   Frame=168   Transfer=Yes
+   Frame=169   Transfer=Yes
+   Frame=170   Transfer=Yes
+   Frame=171   Transfer=Yes
+   Frame=172   Transfer=Yes
+   Frame=173   Transfer=Yes
+   Frame=174   Transfer=Yes
+   Frame=175   Transfer=Yes
+   Frame=176   Transfer=Yes
+   Frame=177   Transfer=Yes
+   Frame=178   Transfer=Yes
+   Frame=179   Transfer=Yes
+   Frame=180   Transfer=Yes
+   Frame=181   Transfer=Yes
+   Frame=182   Transfer=Yes
+   Frame=183   Transfer=Yes
+   Frame=184   Transfer=Yes
+   Frame=185   Transfer=Yes
+   Frame=186   Transfer=Yes
+   Frame=187   Transfer=Yes
+   Frame=188   Transfer=Yes
+   Frame=189   Transfer=Yes
+   Frame=190   Transfer=Yes
+   Frame=191   Transfer=Yes
+   Frame=192   Transfer=Yes
+   Frame=193   Transfer=Yes
+   Frame=194   Transfer=Yes
+   Frame=195   Transfer=Yes
+   Frame=196   Transfer=Yes
+   Frame=197   Transfer=Yes
+   Frame=198   Transfer=Yes
+   Frame=199   Transfer=Yes
+   Frame=200   Transfer=Yes
+   Frame=201   Transfer=Yes
+   Frame=202   Transfer=Yes
+   Frame=203   Transfer=Yes
+   Frame=204   Transfer=Yes
+   Frame=205   Transfer=Yes
+   Frame=206   Transfer=Yes
+   Frame=207   Transfer=Yes
+   Frame=208   Transfer=Yes
+   Frame=209   Transfer=Yes
+   Frame=210   Transfer=Yes
+   Frame=211   Transfer=Yes
+   Frame=212   Transfer=Yes
+   Frame=213   Transfer=Yes
+   Frame=214   Transfer=Yes
+   Frame=215   Transfer=Yes
+   Frame=216   Transfer=Yes
+   Frame=217   Transfer=Yes
+   Frame=218   Transfer=Yes
+   Frame=219   Transfer=Yes
+   Frame=220   Transfer=Yes
+   Frame=221   Transfer=Yes
+   Frame=222   Transfer=Yes
+   Frame=223   Transfer=Yes
+   Frame=224   Transfer=Yes
+   Frame=225   Transfer=Yes
+   Frame=226   Transfer=Yes
+   Frame=227   Transfer=Yes
+   Frame=228   Transfer=Yes
+   Frame=229   Transfer=Yes
+   Frame=230   Transfer=Yes
+   Frame=231   Transfer=Yes
+   Frame=232   Transfer=Yes
+   Frame=233   Transfer=Yes
+   Frame=234   Transfer=Yes
+   Frame=235   Transfer=Yes
+   Frame=236   Transfer=Yes
+   Frame=237   Transfer=Yes
+   Frame=238   Transfer=Yes
+   Frame=239   Transfer=Yes
+   Frame=240   Transfer=Yes
+   Frame=241   Transfer=Yes
+   Frame=242   Transfer=Yes
+   Frame=243   Transfer=Yes
+   Frame=244   Transfer=Yes
+   Frame=245   Transfer=Yes
+   Frame=246   Transfer=Yes
+   Frame=247   Transfer=Yes
+   Frame=248   Transfer=Yes
+   Frame=249   Transfer=Yes
+   Frame=250   Transfer=Yes
+   Frame=251   Transfer=Yes
+   Frame=252   Transfer=Yes
+   Frame=253   Transfer=Yes
+   Frame=254   Transfer=Yes
+   Frame=255   Transfer=Yes
+   Frame=256   Transfer=Yes
+   Frame=257   Transfer=Yes
+   Frame=258   Transfer=Yes
+   Frame=259   Transfer=Yes
+   Frame=260   Transfer=Yes
+   Frame=261   Transfer=Yes
+   Frame=262   Transfer=Yes
+   Frame=263   Transfer=Yes
+   Frame=264   Transfer=Yes
+   Frame=265   Transfer=Yes
+   Frame=266   Transfer=Yes
+   Frame=267   Transfer=Yes
+   Frame=268   Transfer=Yes
+   Frame=269   Transfer=Yes
+   Frame=270   Transfer=Yes
+   Frame=271   Transfer=Yes
+   Frame=272   Transfer=Yes
+   Frame=273   Transfer=Yes
+   Frame=274   Transfer=Yes
+   Frame=275   Transfer=Yes
+   Frame=276   Transfer=Yes
+   Frame=277   Transfer=Yes
+   Frame=278   Transfer=Yes
+   Frame=279   Transfer=Yes
+   Frame=280   Transfer=Yes
+   Frame=281   Transfer=Yes
+   Frame=282   Transfer=Yes
+   Frame=283   Transfer=Yes
+   Frame=284   Transfer=Yes
+   Frame=285   Transfer=Yes
+   Frame=286   Transfer=Yes
+   Frame=287   Transfer=Yes
+   Frame=288   Transfer=Yes
+   Frame=289   Transfer=Yes
+   Frame=290   Transfer=Yes
+   Frame=291   Transfer=Yes
+   Frame=292   Transfer=Yes
+   Frame=293   Transfer=Yes
+   Frame=294   Transfer=Yes
+   Frame=295   Transfer=Yes
+   Frame=296   Transfer=Yes
+   Frame=297   Transfer=Yes
+   Frame=298   Transfer=Yes
+   Frame=299   Transfer=Yes
+   Frame=300   Transfer=Yes
+   Frame=301   Transfer=Yes
+   Frame=302   Transfer=Yes
+   Frame=303   Transfer=Yes
+   Frame=304   Transfer=Yes
+   Frame=305   Transfer=Yes
+   Frame=306   Transfer=Yes
+   Frame=307   Transfer=Yes
+   Frame=308   Transfer=Yes
+   Frame=309   Transfer=Yes
+   Frame=310   Transfer=Yes
+   Frame=311   Transfer=Yes
+   Frame=312   Transfer=Yes
+   Frame=313   Transfer=Yes
+   Frame=314   Transfer=Yes
+   Frame=315   Transfer=Yes
+   Frame=316   Transfer=Yes
+   Frame=317   Transfer=Yes
+   Frame=318   Transfer=Yes
+   Frame=319   Transfer=Yes
+   Frame=320   Transfer=Yes
+   Frame=321   Transfer=Yes
+   Frame=322   Transfer=Yes
+   Frame=323   Transfer=Yes
+   Frame=324   Transfer=Yes
+   Frame=325   Transfer=Yes
+   Frame=326   Transfer=Yes
+   Frame=327   Transfer=Yes
+   Frame=328   Transfer=Yes
+   Frame=329   Transfer=Yes
+   Frame=330   Transfer=Yes
+   Frame=331   Transfer=Yes
+   Frame=332   Transfer=Yes
+   Frame=333   Transfer=Yes
+   Frame=334   Transfer=Yes
+   Frame=335   Transfer=Yes
+   Frame=336   Transfer=Yes
+   Frame=337   Transfer=Yes
+   Frame=338   Transfer=Yes
+   Frame=339   Transfer=Yes
+   Frame=340   Transfer=Yes
+   Frame=341   Transfer=Yes
+   Frame=342   Transfer=Yes
+   Frame=343   Transfer=Yes
+   Frame=344   Transfer=Yes
+   Frame=345   Transfer=Yes
+   Frame=346   Transfer=Yes
+   Frame=347   Transfer=Yes
+   Frame=348   Transfer=Yes
+   Frame=349   Transfer=Yes
+   Frame=350   Transfer=Yes
+   Frame=351   Transfer=Yes
+   Frame=352   Transfer=Yes
+   Frame=353   Transfer=Yes
+   Frame=354   Transfer=Yes
+   Frame=355   Transfer=Yes
+   Frame=356   Transfer=Yes
+   Frame=357   Transfer=Yes
+   Frame=358   Transfer=Yes
+   Frame=359   Transfer=Yes
+   Frame=360   Transfer=Yes
+   Frame=361   Transfer=Yes
+   Frame=362   Transfer=Yes
+   Frame=363   Transfer=Yes
+   Frame=364   Transfer=Yes
+   Frame=365   Transfer=Yes
+   Frame=366   Transfer=Yes
+   Frame=367   Transfer=Yes
+   Frame=368   Transfer=Yes
+   Frame=369   Transfer=Yes
+   Frame=370   Transfer=Yes
+   Frame=371   Transfer=Yes
+   Frame=372   Transfer=Yes
+   Frame=373   Transfer=Yes
+   Frame=374   Transfer=Yes
+   Frame=375   Transfer=Yes
+   Frame=376   Transfer=Yes
+   Frame=377   Transfer=Yes
+   Frame=378   Transfer=Yes
+   Frame=379   Transfer=Yes
+   Frame=380   Transfer=Yes
+   Frame=381   Transfer=Yes
+   Frame=382   Transfer=Yes
+   Frame=383   Transfer=Yes
+   Frame=384   Transfer=Yes
+   Frame=385   Transfer=Yes
+   Frame=386   Transfer=Yes
+   Frame=387   Transfer=Yes
+   Frame=388   Transfer=Yes
+   Frame=389   Transfer=Yes
+   Frame=390   Transfer=Yes
+   Frame=391   Transfer=Yes
+   Frame=392   Transfer=Yes
+   Frame=393   Transfer=Yes
+   Frame=394   Transfer=Yes
+   Frame=395   Transfer=Yes
+   Frame=396   Transfer=Yes
+   Frame=397   Transfer=Yes
+   Frame=398   Transfer=Yes
+   Frame=399   Transfer=Yes
+   Frame=400   Transfer=Yes
+   Frame=401   Transfer=Yes
+   Frame=402   Transfer=Yes
+   Frame=403   Transfer=Yes
+   Frame=404   Transfer=Yes
+   Frame=405   Transfer=Yes
+   Frame=406   Transfer=Yes
+   Frame=407   Transfer=Yes
+   Frame=408   Transfer=Yes
+   Frame=409   Transfer=Yes
+   Frame=410   Transfer=Yes
+   Frame=411   Transfer=Yes
+   Frame=412   Transfer=Yes
+   Frame=413   Transfer=Yes
+   Frame=414   Transfer=Yes
+   Frame=415   Transfer=Yes
+   Frame=416   Transfer=Yes
+   Frame=417   Transfer=Yes
+   Frame=418   Transfer=Yes
+   Frame=419   Transfer=Yes
+   Frame=420   Transfer=Yes
+   Frame=421   Transfer=Yes
+   Frame=422   Transfer=Yes
+   Frame=423   Transfer=Yes
+   Frame=424   Transfer=Yes
+   Frame=425   Transfer=Yes
+   Frame=426   Transfer=Yes
+   Frame=427   Transfer=Yes
+   Frame=428   Transfer=Yes
+   Frame=429   Transfer=Yes
+   Frame=430   Transfer=Yes
+   Frame=431   Transfer=Yes
+   Frame=432   Transfer=Yes
+   Frame=433   Transfer=Yes
+   Frame=434   Transfer=Yes
+   Frame=435   Transfer=Yes
+   Frame=436   Transfer=Yes
+   Frame=437   Transfer=Yes
+   Frame=438   Transfer=Yes
+   Frame=439   Transfer=Yes
+   Frame=440   Transfer=Yes
+   Frame=441   Transfer=Yes
+   Frame=442   Transfer=Yes
+   Frame=443   Transfer=Yes
+   Frame=444   Transfer=Yes
+   Frame=445   Transfer=Yes
+   Frame=446   Transfer=Yes
+   Frame=447   Transfer=Yes
+   Frame=448   Transfer=Yes
+   Frame=449   Transfer=Yes
+   Frame=450   Transfer=Yes
+   Frame=451   Transfer=Yes
+   Frame=452   Transfer=Yes
+   Frame=453   Transfer=Yes
+   Frame=454   Transfer=Yes
+   Frame=455   Transfer=Yes
+   Frame=456   Transfer=Yes
+   Frame=457   Transfer=Yes
+   Frame=458   Transfer=Yes
+   Frame=459   Transfer=Yes
+   Frame=460   Transfer=Yes
+   Frame=461   Transfer=Yes
+   Frame=462   Transfer=Yes
+   Frame=463   Transfer=Yes
+   Frame=464   Transfer=Yes
+   Frame=465   Transfer=Yes
+   Frame=466   Transfer=Yes
+   Frame=467   Transfer=Yes
+   Frame=468   Transfer=Yes
+   Frame=469   Transfer=Yes
+   Frame=470   Transfer=Yes
+   Frame=471   Transfer=Yes
+   Frame=472   Transfer=Yes
+   Frame=473   Transfer=Yes
+   Frame=474   Transfer=Yes
+   Frame=475   Transfer=Yes
+   Frame=476   Transfer=Yes
+   Frame=477   Transfer=Yes
+   Frame=478   Transfer=Yes
+   Frame=479   Transfer=Yes
+   Frame=480   Transfer=Yes
+   Frame=481   Transfer=Yes
+   Frame=482   Transfer=Yes
+   Frame=483   Transfer=Yes
+   Frame=484   Transfer=Yes
+   Frame=485   Transfer=Yes
+   Frame=486   Transfer=Yes
+   Frame=487   Transfer=Yes
+   Frame=488   Transfer=Yes
+   Frame=489   Transfer=Yes
+   Frame=490   Transfer=Yes
+   Frame=491   Transfer=Yes
+   Frame=492   Transfer=Yes
+   Frame=493   Transfer=Yes
+   Frame=494   Transfer=Yes
+   Frame=495   Transfer=Yes
+   Frame=496   Transfer=Yes
+   Frame=497   Transfer=Yes
+   Frame=498   Transfer=Yes
+   Frame=499   Transfer=Yes
+   Frame=500   Transfer=Yes
+   Frame=501   Transfer=Yes
+   Frame=502   Transfer=Yes
+   Frame=503   Transfer=Yes
+   Frame=504   Transfer=Yes
+   Frame=505   Transfer=Yes
+   Frame=506   Transfer=Yes
+   Frame=507   Transfer=Yes
+   Frame=508   Transfer=Yes
+   Frame=509   Transfer=Yes
+   Frame=510   Transfer=Yes
+   Frame=511   Transfer=Yes
+   Frame=512   Transfer=Yes
+   Frame=513   Transfer=Yes
+   Frame=514   Transfer=Yes
+   Frame=515   Transfer=Yes
+   Frame=516   Transfer=Yes
+   Frame=517   Transfer=Yes
+   Frame=518   Transfer=Yes
+   Frame=519   Transfer=Yes
+   Frame=520   Transfer=Yes
+   Frame=521   Transfer=Yes
+   Frame=522   Transfer=Yes
+   Frame=523   Transfer=Yes
+   Frame=524   Transfer=Yes
+   Frame=525   Transfer=Yes
+   Frame=526   Transfer=Yes
+   Frame=527   Transfer=Yes
+   Frame=528   Transfer=Yes
+   Frame=529   Transfer=Yes
+   Frame=530   Transfer=Yes
+   Frame=531   Transfer=Yes
+   Frame=532   Transfer=Yes
+   Frame=533   Transfer=Yes
+   Frame=534   Transfer=Yes
+   Frame=535   Transfer=Yes
+   Frame=536   Transfer=Yes
+   Frame=537   Transfer=Yes
+   Frame=538   Transfer=Yes
+   Frame=539   Transfer=Yes
+   Frame=540   Transfer=Yes
+   Frame=541   Transfer=Yes
+   Frame=542   Transfer=Yes
+   Frame=543   Transfer=Yes
+   Frame=544   Transfer=Yes
+   Frame=545   Transfer=Yes
+   Frame=546   Transfer=Yes
+   Frame=547   Transfer=Yes
+   Frame=548   Transfer=Yes
+   Frame=549   Transfer=Yes
+   Frame=550   Transfer=Yes
+   Frame=551   Transfer=Yes
+   Frame=552   Transfer=Yes
+   Frame=553   Transfer=Yes
+   Frame=554   Transfer=Yes
+   Frame=555   Transfer=Yes
+   Frame=556   Transfer=Yes
+   Frame=557   Transfer=Yes
+   Frame=558   Transfer=Yes
+   Frame=559   Transfer=Yes
+   Frame=560   Transfer=Yes
+   Frame=561   Transfer=Yes
+   Frame=562   Transfer=Yes
+   Frame=563   Transfer=Yes
+   Frame=564   Transfer=Yes
+   Frame=565   Transfer=Yes
+   Frame=566   Transfer=Yes
+   Frame=567   Transfer=Yes
+   Frame=568   Transfer=Yes
+   Frame=569   Transfer=Yes
+   Frame=570   Transfer=Yes
+   Frame=571   Transfer=Yes
+   Frame=572   Transfer=Yes
+   Frame=573   Transfer=Yes
+   Frame=574   Transfer=Yes
+   Frame=575   Transfer=Yes
+   Frame=576   Transfer=Yes
+   Frame=577   Transfer=Yes
+   Frame=578   Transfer=Yes
+   Frame=579   Transfer=Yes
+   Frame=580   Transfer=Yes
+   Frame=581   Transfer=Yes
+   Frame=582   Transfer=Yes
+   Frame=583   Transfer=Yes
+   Frame=584   Transfer=Yes
+   Frame=585   Transfer=Yes
+   Frame=586   Transfer=Yes
+   Frame=587   Transfer=Yes
+   Frame=588   Transfer=Yes
+   Frame=589   Transfer=Yes
+   Frame=590   Transfer=Yes
+   Frame=591   Transfer=Yes
+   Frame=592   Transfer=Yes
+   Frame=593   Transfer=Yes
+   Frame=594   Transfer=Yes
+   Frame=595   Transfer=Yes
+   Frame=596   Transfer=Yes
+   Frame=597   Transfer=Yes
+   Frame=598   Transfer=Yes
+   Frame=599   Transfer=Yes
+   Frame=600   Transfer=Yes
+   Frame=601   Transfer=Yes
+   Frame=602   Transfer=Yes
+   Frame=603   Transfer=Yes
+   Frame=604   Transfer=Yes
+   Frame=605   Transfer=Yes
+   Frame=606   Transfer=Yes
+   Frame=607   Transfer=Yes
+   Frame=608   Transfer=Yes
+   Frame=609   Transfer=Yes
+   Frame=610   Transfer=Yes
+   Frame=611   Transfer=Yes
+   Frame=612   Transfer=Yes
+   Frame=613   Transfer=Yes
+   Frame=614   Transfer=Yes
+   Frame=615   Transfer=Yes
+   Frame=616   Transfer=Yes
+   Frame=617   Transfer=Yes
+   Frame=618   Transfer=Yes
+   Frame=619   Transfer=Yes
+   Frame=620   Transfer=Yes
+   Frame=621   Transfer=Yes
+   Frame=622   Transfer=Yes
+   Frame=623   Transfer=Yes
+   Frame=624   Transfer=Yes
+   Frame=625   Transfer=Yes
+   Frame=626   Transfer=Yes
+   Frame=627   Transfer=Yes
+   Frame=628   Transfer=Yes
+   Frame=629   Transfer=Yes
+   Frame=630   Transfer=Yes
+   Frame=631   Transfer=Yes
+   Frame=632   Transfer=Yes
+   Frame=633   Transfer=Yes
+   Frame=634   Transfer=Yes
+   Frame=635   Transfer=Yes
+   Frame=636   Transfer=Yes
+   Frame=637   Transfer=Yes
+   Frame=638   Transfer=Yes
+   Frame=639   Transfer=Yes
+   Frame=640   Transfer=Yes
+   Frame=641   Transfer=Yes
+   Frame=642   Transfer=Yes
+   Frame=643   Transfer=Yes
+   Frame=644   Transfer=Yes
+   Frame=645   Transfer=Yes
+   Frame=646   Transfer=Yes
+   Frame=647   Transfer=Yes
+   Frame=648   Transfer=Yes
+   Frame=649   Transfer=Yes
+   Frame=650   Transfer=Yes
+   Frame=651   Transfer=Yes
+   Frame=652   Transfer=Yes
+   Frame=653   Transfer=Yes
+   Frame=654   Transfer=Yes
+   Frame=655   Transfer=Yes
+   Frame=656   Transfer=Yes
+   Frame=657   Transfer=Yes
+   Frame=658   Transfer=Yes
+   Frame=659   Transfer=Yes
+   Frame=660   Transfer=Yes
+   Frame=661   Transfer=Yes
+   Frame=662   Transfer=Yes
+   Frame=663   Transfer=Yes
+   Frame=664   Transfer=Yes
+   Frame=665   Transfer=Yes
+   Frame=666   Transfer=Yes
+   Frame=667   Transfer=Yes
+   Frame=668   Transfer=Yes
+   Frame=669   Transfer=Yes
+   Frame=670   Transfer=Yes
+   Frame=671   Transfer=Yes
+   Frame=672   Transfer=Yes
+   Frame=673   Transfer=Yes
+   Frame=674   Transfer=Yes
+   Frame=675   Transfer=Yes
+   Frame=676   Transfer=Yes
+   Frame=677   Transfer=Yes
+   Frame=678   Transfer=Yes
+ 
+TABLE:  "FRAME OUTPUT STATION ASSIGNMENTS"
+   Frame=1   StationType=MinNumSta   MinNumSta=3   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=2   StationType=MinNumSta   MinNumSta=3   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=3   StationType=MinNumSta   MinNumSta=3   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=4   StationType=MinNumSta   MinNumSta=3   AddAtElmInt=Yes   AddAtPtLoad=Yes
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+   Frame=653   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=654   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=655   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=656   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=657   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=658   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=659   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=660   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=661   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=662   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=663   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=664   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=665   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=666   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=667   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=668   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=669   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=670   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=671   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=672   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=673   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=674   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=675   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=676   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=677   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+   Frame=678   StationType=MaxStaSpcg   MaxStaSpcg=2   AddAtElmInt=Yes   AddAtPtLoad=Yes
+ 
+TABLE:  "FRAME SECTION ASSIGNMENTS"
+   Frame=1   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=2   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=3   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=4   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=5   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=6   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=7   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=8   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=9   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=10   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=11   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=12   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=13   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=14   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=15   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=16   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=17   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=18   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=19   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=20   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=21   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=22   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=23   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=24   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=25   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=26   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=27   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=28   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=29   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=30   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=31   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=32   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=33   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=34   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=35   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=36   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=37   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=38   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=39   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=40   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=41   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=42   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=43   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=44   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=45   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=46   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=47   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=48   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=49   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=50   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=51   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=52   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=53   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=54   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=55   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=56   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=57   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=58   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=59   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=60   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=61   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=62   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=63   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=64   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=65   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=66   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=67   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=68   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=69   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=70   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=71   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=72   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=73   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=74   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=75   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=76   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=77   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=78   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=79   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=80   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=81   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=82   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=83   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=84   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=85   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=86   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=87   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=88   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=89   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=90   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=91   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=92   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=93   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=94   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=95   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=96   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=97   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=98   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=99   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=100   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=101   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=102   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=103   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=104   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=105   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=106   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=107   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=108   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=109   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=110   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=111   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=112   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=113   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=114   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=115   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=116   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=117   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=118   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=119   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=120   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=121   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=122   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=123   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=124   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=125   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=126   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=127   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=128   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=129   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=130   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=131   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=132   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=133   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=134   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=135   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=136   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=137   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=138   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=139   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=140   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=141   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=142   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=143   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=144   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=145   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=146   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=147   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=148   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=149   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=150   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=151   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=152   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=153   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=154   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=155   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=156   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=157   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=158   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=159   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=160   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=161   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=162   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=163   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=164   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=165   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=166   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=167   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=168   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=169   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=170   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=171   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=172   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=173   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=174   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=175   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=176   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=177   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=178   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=179   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=180   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=181   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=182   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=183   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=184   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=185   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=186   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=187   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=188   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=189   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=190   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=191   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=192   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=193   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=194   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=195   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=196   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=197   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=198   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=199   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=200   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=201   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=202   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=203   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=204   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=205   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=206   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=207   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=208   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=209   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=210   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=211   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=212   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=213   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=214   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=215   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=216   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=217   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=218   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=219   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=220   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=221   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=222   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=223   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=224   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=225   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=226   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=227   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=228   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=229   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=230   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=231   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=232   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=233   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=234   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=235   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=236   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=237   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=238   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=239   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=240   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=241   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=242   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=243   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=244   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=245   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=246   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=247   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=248   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=249   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=250   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
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+   Frame=543   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=544   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=545   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=546   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=547   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=548   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=549   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=550   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=551   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=552   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=553   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=554   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=555   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=556   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=557   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=558   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=559   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=560   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=561   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=562   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=563   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=564   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=565   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=566   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=567   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=568   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=569   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=570   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=571   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=572   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=573   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=574   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=575   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=576   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=577   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=578   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=579   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=580   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=581   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=582   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=583   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=584   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=585   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=586   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=587   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=588   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=589   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=590   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=591   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=592   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=593   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=594   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=595   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=596   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=597   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=598   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=599   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=600   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=601   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=602   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=603   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=604   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=605   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=606   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=607   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=608   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=609   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=610   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=611   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=612   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=613   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=614   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=615   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=616   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=617   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=618   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=619   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=620   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=621   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=622   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=623   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=624   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=625   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=626   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=627   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=628   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=629   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=630   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=631   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=632   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=633   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=634   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=635   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=636   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=637   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=638   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=639   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=640   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=641   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=642   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=643   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=644   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=645   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=646   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=647   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=648   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=649   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=650   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=651   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=652   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=653   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=654   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=655   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=656   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=657   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=658   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=659   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=660   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=661   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=662   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=663   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=664   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=665   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=666   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=667   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=668   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=669   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=670   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=671   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=672   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=673   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=674   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=675   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=676   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=677   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+   Frame=678   AutoSelect=N.A.   AnalSect=FSEC1   MatProp=Default
+ 
+TABLE:  "FRAME SECTION PROPERTIES 01 - GENERAL"
+   SectionName=FSEC1   Material=A992Fy50   Shape="I/Wide Flange"   t3=1   t2=0.41666666666666663   tf=0.03166666666666666   tw=0.020833333333333332   t2b=0.41666666666666663   tfb=0.03166666666666666   FilletRadius=0 _
+        Area=0.04590277777777777   TorsConst=1.1182023998521087E-05   I33=0.0076149190457818925   I22=0.00038248949090149157   I23=0   AS2=0.020833333333333332   AS3=0.021990740740740738   S33Top=0.015229838091563785 _
+        S33Bot=0.015229838091563785   S22Left=0.0018359495563271596   S22Right=0.0018359495563271596   Z33=0.01734612268518518   Z22=0.0028504774305555544   R33=0.40729882917458565   R22=0.09128307676869395   CGOffset3=0   CGOffset2=0 _
+        EccV2=0   EccV3=0   Cw=8.949672592574727E-05   Color=Yellow   FromFile=No   AMod=1   A2Mod=1   A3Mod=1   JMod=1   I2Mod=1   I3Mod=1   MMod=1   WMod=1   GUID=f6916ac7-f128-4193-a0f9-5e0d86d48333   Notes="Added 11/25/2025 4:41:27 AM"
+ 
+TABLE:  "FRAME SECTION PROPERTIES 13 - TIME DEPENDENT"
+   SectionName=FSEC1   TypeSize=Auto   AutoSFSize=1
+ 
+TABLE:  "FUNCTION - PLOT FUNCTIONS"
+   PlotFunc="Input Energy"   Type=Energy   Component=Input   Mode=All
+ 
+TABLE:  "FUNCTION - POWER SPECTRAL DENSITY - USER"
+   Name=UNIFPSD   Frequency=0   Value=1
+   Name=UNIFPSD   Frequency=1   Value=1
+ 
+TABLE:  "FUNCTION - RESPONSE SPECTRUM - USER"
+   Name=UNIFRS   Period=0   Accel=1   FuncDamp=0.05
+   Name=UNIFRS   Period=1   Accel=1
+ 
+TABLE:  "FUNCTION - STEADY STATE - USER"
+   Name=UNIFSS   Frequency=0   Value=1
+   Name=UNIFSS   Frequency=1   Value=1
+ 
+TABLE:  "FUNCTION - TIME HISTORY - USER"
+   Name=RAMPTH   Time=0   Value=0
+   Name=RAMPTH   Time=1   Value=1
+   Name=RAMPTH   Time=4   Value=1
+   Name=UNIFTH   Time=0   Value=1
+   Name=UNIFTH   Time=1   Value=1
+ 
+TABLE:  "GRID LINES"
+   CoordSys=GLOBAL   AxisDir=X   GridID=A   XRYZCoord=-75   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End   AllVisible=Yes   BubbleSize=7
+   CoordSys=GLOBAL   AxisDir=X   GridID=B   XRYZCoord=-45   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=X   GridID=C   XRYZCoord=-15   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=X   GridID=D   XRYZCoord=15   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=X   GridID=E   XRYZCoord=45   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=X   GridID=F   XRYZCoord=75   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Y   GridID=1   XRYZCoord=-120   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Y   GridID=2   XRYZCoord=-80   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Y   GridID=3   XRYZCoord=-40   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Y   GridID=4   XRYZCoord=0   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Y   GridID=5   XRYZCoord=40   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Y   GridID=6   XRYZCoord=80   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Y   GridID=7   XRYZCoord=120   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=Start
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z1   XRYZCoord=0   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z2   XRYZCoord=16   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z3   XRYZCoord=32   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z4   XRYZCoord=48   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z5   XRYZCoord=64   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z6   XRYZCoord=80   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+   CoordSys=GLOBAL   AxisDir=Z   GridID=Z7   XRYZCoord=96   LineType=Primary   LineColor=Gray8Dark   Visible=No   BubbleLoc=End
+ 
+TABLE:  "GROUPS 1 - DEFINITIONS"
+   GroupName=ALL   Selection=Yes   SectionCut=Yes   Steel=Yes   Concrete=Yes   Aluminum=Yes   ColdFormed=Yes   Stage=Yes   Bridge=Yes   AutoSeismic=No   AutoWind=No   SelDesSteel=No   SelDesAlum=No   SelDesCold=No   MassWeight=Yes   Color=Red
+ 
+TABLE:  "JOINT COORDINATES"
+   Joint=1   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=0   SpecialJt=No   GUID=11a850f0-efcc-4702-b76b-f0b21533fb3b
+   Joint=2   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=16   SpecialJt=No   GUID=13aa51fa-b1a3-4e2f-8d75-4a17eb46f4ea
+   Joint=3   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=32   SpecialJt=No   GUID=27a4a90d-465c-400c-acde-0cfcd20848ce
+   Joint=4   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=48   SpecialJt=No   GUID=02f475f3-3253-48b1-9d03-1f8014d3c3b9
+   Joint=5   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=64   SpecialJt=No   GUID=941804aa-a87b-45d0-9847-5b3d731f7ef6
+   Joint=6   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=80   SpecialJt=No   GUID=ebeb3bf8-e033-4b29-a6ff-2d41446d3feb
+   Joint=7   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-120   Z=96   SpecialJt=No   GUID=c8072f80-19d5-4316-b41a-2caeee531e00
+   Joint=8   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=0   SpecialJt=No   GUID=fab0fbd7-568b-4ece-9261-bde0d5162896
+   Joint=9   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=16   SpecialJt=No   GUID=10779273-7140-4b99-a031-1112b7f9f7d6
+   Joint=10   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=32   SpecialJt=No   GUID=1ead483d-8507-4fd7-94f9-4a09b9efd983
+   Joint=11   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=48   SpecialJt=No   GUID=cdf60154-eac1-4ebe-a7ce-a695eab861bb
+   Joint=12   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=64   SpecialJt=No   GUID=90b07aff-14a5-4a38-871f-fc89ffe781ae
+   Joint=13   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=80   SpecialJt=No   GUID=ea969495-2a13-416f-a559-e80d8f177562
+   Joint=14   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-80   Z=96   SpecialJt=No   GUID=21d1cdf0-da16-4081-9ede-3f258612ecdf
+   Joint=15   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=0   SpecialJt=No   GUID=324a9af9-409d-4c02-bcbc-5b77d2eb6eed
+   Joint=16   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=16   SpecialJt=No   GUID=bd7274f9-7b39-4e8d-a0a3-77604323b2ae
+   Joint=17   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=32   SpecialJt=No   GUID=91dd1b1b-34c8-473e-9518-2231747e7165
+   Joint=18   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=48   SpecialJt=No   GUID=8ba16b26-3e1f-478e-9622-48c2ce20ad13
+   Joint=19   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=64   SpecialJt=No   GUID=595e0199-b0e2-4f24-bc6a-2fbfb3ad4cde
+   Joint=20   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=80   SpecialJt=No   GUID=8a04a69f-a088-4644-8526-4d4bfe05ecb5
+   Joint=21   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=-40   Z=96   SpecialJt=No   GUID=fdf14dea-a665-47d9-ab17-61ba907c843f
+   Joint=22   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=0   SpecialJt=No   GUID=317c9953-2285-4ce5-b984-1add8b03acba
+   Joint=23   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=16   SpecialJt=No   GUID=640e3bd8-cec9-4fb8-bcc9-ec25e51ab669
+   Joint=24   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=32   SpecialJt=No   GUID=5974da91-037e-45e6-8e7e-77ce8a4d2136
+   Joint=25   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=48   SpecialJt=No   GUID=e90e96ff-39c8-4c57-8fbc-fde40ecb9804
+   Joint=26   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=64   SpecialJt=No   GUID=0fdb463b-8bf2-4d76-bd36-744952a132a0
+   Joint=27   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=80   SpecialJt=No   GUID=3716a4c6-4a33-473d-bcec-0d0cbbddb6a2
+   Joint=28   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=0   Z=96   SpecialJt=No   GUID=23801656-bba3-4e5e-a3b3-e852f0c6c4da
+   Joint=29   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=0   SpecialJt=No   GUID=70f8d99c-198b-4480-9683-827dc4915fbe
+   Joint=30   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=16   SpecialJt=No   GUID=9b2843b1-fda4-4ee4-bbca-0790da1c55d6
+   Joint=31   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=32   SpecialJt=No   GUID=5d4852c1-b146-498c-adb2-9d329025eb94
+   Joint=32   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=48   SpecialJt=No   GUID=6923b9b8-43f1-40d5-bfc6-1d860ed47b0e
+   Joint=33   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=64   SpecialJt=No   GUID=5e0ace50-346b-420a-8eff-2a0872afcb14
+   Joint=34   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=80   SpecialJt=No   GUID=98e52cab-92cd-42d3-b7b6-a1af850cd695
+   Joint=35   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=40   Z=96   SpecialJt=No   GUID=9bee01aa-b314-424d-b444-942b9b108ae7
+   Joint=36   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=0   SpecialJt=No   GUID=61663459-6867-4037-9112-ee07fc9c0133
+   Joint=37   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=16   SpecialJt=No   GUID=0c9a579b-1a3e-4719-8d69-06bbdff4a0c4
+   Joint=38   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=32   SpecialJt=No   GUID=0a646978-ae54-4840-b09e-e1943188a10c
+   Joint=39   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=48   SpecialJt=No   GUID=441c939f-2b89-47d6-bef8-d7e98c1a5edd
+   Joint=40   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=64   SpecialJt=No   GUID=0c03fb01-6061-47b0-b9cf-23d45c3fc6c5
+   Joint=41   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=80   SpecialJt=No   GUID=8bfe10bb-7467-4e42-991a-11254bb275af
+   Joint=42   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=80   Z=96   SpecialJt=No   GUID=6fd1b59a-8b82-4998-8108-c26f438f84f9
+   Joint=43   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=0   SpecialJt=No   GUID=07697533-8e6e-4bba-aa6c-7dd550378ee4
+   Joint=44   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=16   SpecialJt=No   GUID=708d7593-55c2-4917-8aa3-3749a696e4f0
+   Joint=45   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=32   SpecialJt=No   GUID=60ea78aa-b28a-46ac-b1f7-b0b540cfaeef
+   Joint=46   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=48   SpecialJt=No   GUID=1536af3b-df05-4838-a6e5-5819c8c94b11
+   Joint=47   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=64   SpecialJt=No   GUID=5044b2b7-55a3-4e4c-aa26-b10f480245d7
+   Joint=48   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=80   SpecialJt=No   GUID=f1092c98-ba7d-43df-95be-56eb00059d7c
+   Joint=49   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-75   Y=120   Z=96   SpecialJt=No   GUID=59f9aa0a-46d7-4468-ac3b-cd42e8f22029
+   Joint=50   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=0   SpecialJt=No   GUID=b5a73d4f-fe6f-4322-a942-b1d10a2619dd
+   Joint=51   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=16   SpecialJt=No   GUID=8121a732-7b01-4e88-8512-43fd7d8c770c
+   Joint=52   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=32   SpecialJt=No   GUID=388c6587-225f-416c-8e0a-4eaffea4e22f
+   Joint=53   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=48   SpecialJt=No   GUID=dc932b91-43e7-4b27-a32a-6fcb77cb211a
+   Joint=54   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=64   SpecialJt=No   GUID=08c713a9-3bd7-4852-90e7-522d0031b734
+   Joint=55   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=80   SpecialJt=No   GUID=c73eb37f-bef7-4fed-9ef9-b9af37b14c46
+   Joint=56   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-120   Z=96   SpecialJt=No   GUID=9e01e7aa-1996-4b77-b633-a94002c5084d
+   Joint=57   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=0   SpecialJt=No   GUID=eaf16b1e-3786-4ef8-88aa-46b7a9105377
+   Joint=58   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=16   SpecialJt=No   GUID=7a608fb3-acb3-4366-b2ce-b9a321e591cc
+   Joint=59   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=32   SpecialJt=No   GUID=c0db3885-5bc7-463c-942e-3d307914003f
+   Joint=60   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=48   SpecialJt=No   GUID=dbfe4719-85fe-46fc-bfff-805acaaae55d
+   Joint=61   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=64   SpecialJt=No   GUID=0e302bb0-e0b9-4d58-956e-357cd47f1689
+   Joint=62   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=80   SpecialJt=No   GUID=7a24a1c7-744e-4530-966e-d16f3f6b772a
+   Joint=63   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-80   Z=96   SpecialJt=No   GUID=9adc19cc-f55b-44c8-b8a0-88d516f5e58b
+   Joint=64   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=0   SpecialJt=No   GUID=b1e67fec-dc39-4027-8c96-f6486f18b4d5
+   Joint=65   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=16   SpecialJt=No   GUID=089710e3-b36f-424f-9bf2-5c5fe75b3b02
+   Joint=66   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=32   SpecialJt=No   GUID=2e751c80-a334-45da-b75a-fe3f074219ff
+   Joint=67   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=48   SpecialJt=No   GUID=b1c4421e-4500-4e2a-927d-31f0bc9c9288
+   Joint=68   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=64   SpecialJt=No   GUID=c70a818b-9ef0-462b-a1ab-114bafef2a4b
+   Joint=69   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=80   SpecialJt=No   GUID=3ae19ad9-d49d-4e48-914d-fef9cb228d09
+   Joint=70   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=-40   Z=96   SpecialJt=No   GUID=05f1f3ab-0801-43e1-be4d-fabfc10f2b35
+   Joint=71   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=0   SpecialJt=No   GUID=160a150a-211b-40e3-9569-cf19cb9f1c78
+   Joint=72   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=16   SpecialJt=No   GUID=c794a9b8-60e4-472a-875e-6d96854f249e
+   Joint=73   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=32   SpecialJt=No   GUID=acd7fa9f-dcd9-430d-bcd8-60e5211a5355
+   Joint=74   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=48   SpecialJt=No   GUID=d1a7b8b2-1812-4b8f-840e-48b7f1417540
+   Joint=75   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=64   SpecialJt=No   GUID=7e8ee4dc-6a25-41c4-bdf3-d37d0398b67f
+   Joint=76   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=80   SpecialJt=No   GUID=24ce15a0-dc2a-4da8-80d1-23d6592c8580
+   Joint=77   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=0   Z=96   SpecialJt=No   GUID=ba489231-f35e-48ad-bd7d-b20dc51f49e8
+   Joint=78   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=0   SpecialJt=No   GUID=33785689-2f3b-442d-a5ef-039ed4fbe98f
+   Joint=79   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=16   SpecialJt=No   GUID=b32e467e-9582-44b7-9b45-e1225374af99
+   Joint=80   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=32   SpecialJt=No   GUID=53bfe267-9b0d-4e6b-bce2-de121bac1313
+   Joint=81   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=48   SpecialJt=No   GUID=6c8f4c3d-0ddf-405d-a783-db040b06137a
+   Joint=82   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=64   SpecialJt=No   GUID=19539fee-c744-4938-a04e-dd6d7d41dc94
+   Joint=83   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=80   SpecialJt=No   GUID=fc705225-409c-4790-9ee6-aba7fd44197e
+   Joint=84   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=40   Z=96   SpecialJt=No   GUID=3e884233-c2e9-4915-9109-b85c79a06940
+   Joint=85   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=0   SpecialJt=No   GUID=e2219a54-7182-4d1a-ae3a-b9aea7e02b17
+   Joint=86   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=16   SpecialJt=No   GUID=c305d8da-2f17-4299-911f-022722a8a390
+   Joint=87   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=32   SpecialJt=No   GUID=20a8862a-f0de-4433-9ac7-33364e919457
+   Joint=88   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=48   SpecialJt=No   GUID=971a4b16-26af-4a33-a6e9-4b5d0de1ee03
+   Joint=89   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=64   SpecialJt=No   GUID=fdb1e504-511d-4a62-87cb-ae644d85d463
+   Joint=90   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=80   SpecialJt=No   GUID=a026dd94-bc4d-4ebc-b9af-7eb32b0a4572
+   Joint=91   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=80   Z=96   SpecialJt=No   GUID=6a1b8030-9060-4465-b3be-451a5629fe15
+   Joint=92   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=0   SpecialJt=No   GUID=b1d7573d-05ef-40e5-9921-b1ed7f25d4af
+   Joint=93   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=16   SpecialJt=No   GUID=6932ec58-5f41-4a92-9209-375cc7857ebd
+   Joint=94   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=32   SpecialJt=No   GUID=cbd021c3-5ba6-4f99-9ef7-90cf83f8049e
+   Joint=95   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=48   SpecialJt=No   GUID=d3306308-6859-4ed5-847d-2c0831145b9b
+   Joint=96   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=64   SpecialJt=No   GUID=8bcbfb07-96bd-44de-aef0-7104b66e5627
+   Joint=97   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=80   SpecialJt=No   GUID=d5700a31-a7fa-4ea2-9a00-fcc7d3a75210
+   Joint=98   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-45   Y=120   Z=96   SpecialJt=No   GUID=7ce84cb3-3e6a-41f7-b037-3c33b9491f8f
+   Joint=99   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=0   SpecialJt=No   GUID=efcf93c1-3de3-451a-b8c3-b568ee88d956
+   Joint=100   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=16   SpecialJt=No   GUID=e43e37ac-3de2-45db-a8b0-65b53254337b
+   Joint=101   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=32   SpecialJt=No   GUID=f751aa0e-e875-4486-87e8-0bc850ea0e67
+   Joint=102   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=48   SpecialJt=No   GUID=1626d94f-756f-426c-8d79-745c0a232664
+   Joint=103   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=64   SpecialJt=No   GUID=ff653368-185c-4b8c-9a56-000f48205043
+   Joint=104   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=80   SpecialJt=No   GUID=976e5e45-fd4a-4cc0-93ea-12b6df0e2dd4
+   Joint=105   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-120   Z=96   SpecialJt=No   GUID=6d250497-9238-4fb4-ac86-9bdf53af1876
+   Joint=106   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=0   SpecialJt=No   GUID=e773c555-80fe-416c-95a2-cff2cdf7875d
+   Joint=107   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=16   SpecialJt=No   GUID=793b7b7a-2c7e-4b78-8f00-901ac338daad
+   Joint=108   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=32   SpecialJt=No   GUID=a0b785dc-5324-43ed-8df2-f105f7cbda53
+   Joint=109   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=48   SpecialJt=No   GUID=60565c5b-b8b2-4ecd-a154-5ab51a74bdde
+   Joint=110   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=64   SpecialJt=No   GUID=b9f6e5a9-5b2c-405d-b799-3c0162eba89f
+   Joint=111   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=80   SpecialJt=No   GUID=9e0502b8-14b9-4055-95e9-9e115199f9be
+   Joint=112   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-80   Z=96   SpecialJt=No   GUID=5993efe4-a04c-45bc-9f5f-59acaa7af3bb
+   Joint=113   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=0   SpecialJt=No   GUID=8fd25609-73b2-4a37-9173-7b62f5d10d5b
+   Joint=114   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=16   SpecialJt=No   GUID=dcf2d80b-5d6e-4656-b0ad-d1337d20cac0
+   Joint=115   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=32   SpecialJt=No   GUID=f99bfec1-8517-43be-b9bd-6d26df4fc753
+   Joint=116   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=48   SpecialJt=No   GUID=721b0bde-d3ae-4784-bd57-10123e9a581d
+   Joint=117   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=64   SpecialJt=No   GUID=a1d61ac9-4ec0-4841-8a53-3d893fc94ac2
+   Joint=118   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=80   SpecialJt=No   GUID=98869866-dfad-4f64-be15-0203c33f795e
+   Joint=119   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=-40   Z=96   SpecialJt=No   GUID=8f9b7608-11b3-431e-aea6-347470189835
+   Joint=120   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=0   SpecialJt=No   GUID=426e14b9-919a-43d5-b559-8d075e5b42d9
+   Joint=121   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=16   SpecialJt=No   GUID=1cda83b1-a2d9-4ace-ade0-4495a37456b4
+   Joint=122   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=32   SpecialJt=No   GUID=cb7c5369-08f3-461d-aa42-b48dc0da77aa
+   Joint=123   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=48   SpecialJt=No   GUID=0001996f-dd98-42f1-8b66-f277fa9d21c7
+   Joint=124   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=64   SpecialJt=No   GUID=a833327d-5bb1-41ef-85c1-b05317ae892c
+   Joint=125   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=80   SpecialJt=No   GUID=e833cb83-8118-4ae9-a3be-116dd71099eb
+   Joint=126   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=0   Z=96   SpecialJt=No   GUID=bd582db1-0b3a-40bf-ac4a-cd13a985047b
+   Joint=127   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=0   SpecialJt=No   GUID=36deec26-4ec0-43d3-90e6-dae402356a2e
+   Joint=128   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=16   SpecialJt=No   GUID=1832dff5-3e77-4713-99b5-f472a73af61f
+   Joint=129   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=32   SpecialJt=No   GUID=45b2f792-3695-44fb-81fc-e18a9ebd02db
+   Joint=130   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=48   SpecialJt=No   GUID=7181f2a6-fe7b-4243-9bcf-9f43edd026f9
+   Joint=131   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=64   SpecialJt=No   GUID=7ef784cf-7445-4f5f-b10e-36ae8d24ade9
+   Joint=132   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=80   SpecialJt=No   GUID=8bf0c7aa-b81f-40e4-92c7-22947f9e9b74
+   Joint=133   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=40   Z=96   SpecialJt=No   GUID=44c3dfe5-531a-4b6e-9451-f4e707d0be59
+   Joint=134   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=0   SpecialJt=No   GUID=1c3c8589-33e5-466e-b4cd-bcd0573d3df0
+   Joint=135   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=16   SpecialJt=No   GUID=2a18b5b5-dc95-4ddd-8c60-b78731f0ebb4
+   Joint=136   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=32   SpecialJt=No   GUID=f06dbd6c-4acc-44b7-ad39-3d4d4d92adab
+   Joint=137   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=48   SpecialJt=No   GUID=2af7e376-f3e1-4b8a-95ec-a162bc8a744c
+   Joint=138   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=64   SpecialJt=No   GUID=7cf83b3f-0375-4940-b5cd-355a13960644
+   Joint=139   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=80   SpecialJt=No   GUID=c9253748-99ce-4169-8c38-f561ff550d18
+   Joint=140   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=80   Z=96   SpecialJt=No   GUID=aa1abcfd-5214-4523-af61-f5ab0296f040
+   Joint=141   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=0   SpecialJt=No   GUID=59292f23-231c-4ed6-8fe2-dc3d0b81f99f
+   Joint=142   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=16   SpecialJt=No   GUID=b09abc86-09af-4369-b490-1adb68244e77
+   Joint=143   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=32   SpecialJt=No   GUID=f5a0857b-883c-4522-9380-54b5d53adfd3
+   Joint=144   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=48   SpecialJt=No   GUID=0dadf152-96a3-45c9-b2e8-32270af694f1
+   Joint=145   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=64   SpecialJt=No   GUID=6dea8312-f869-446e-9aa2-6773a4c956ec
+   Joint=146   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=80   SpecialJt=No   GUID=36566caf-1f29-4ef5-b85d-00e0e8d5645f
+   Joint=147   CoordSys=GLOBAL   CoordType=Cartesian   XorR=-15   Y=120   Z=96   SpecialJt=No   GUID=efc3f699-dd8e-4268-b432-ba58766a2e23
+   Joint=148   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=0   SpecialJt=No   GUID=98c059d1-f9cd-4a05-bdb4-69bb5fffaded
+   Joint=149   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=16   SpecialJt=No   GUID=76d648ce-95d9-475b-a8cd-8d51510a6089
+   Joint=150   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=32   SpecialJt=No   GUID=24a1a783-71a9-4c89-8bfc-0bb2488f91d3
+   Joint=151   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=48   SpecialJt=No   GUID=eea815c1-ebcb-46de-922e-de4120a2a6d5
+   Joint=152   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=64   SpecialJt=No   GUID=332e4835-5d29-41c2-9aec-477820621ffc
+   Joint=153   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=80   SpecialJt=No   GUID=22b5fae8-5ff1-4568-ae94-9b0891dd8167
+   Joint=154   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-120   Z=96   SpecialJt=No   GUID=960901f6-6b45-4770-9958-2574fc0454ee
+   Joint=155   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=0   SpecialJt=No   GUID=9539f4ec-08d2-424d-9981-f93bdeb01f24
+   Joint=156   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=16   SpecialJt=No   GUID=60aee54b-2f03-4a4c-a592-1bd09149d655
+   Joint=157   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=32   SpecialJt=No   GUID=6f6d120f-31c7-41be-ab27-229695981d57
+   Joint=158   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=48   SpecialJt=No   GUID=f032ea56-b9de-4631-b9ae-13169dd38e19
+   Joint=159   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=64   SpecialJt=No   GUID=bc180a62-0dd1-4402-9e25-0441d51500d0
+   Joint=160   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=80   SpecialJt=No   GUID=826719d6-6a34-4a8f-a9aa-4f6bce9ec6d5
+   Joint=161   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-80   Z=96   SpecialJt=No   GUID=0df03026-143f-43cc-a8f9-f4aa04d87b7b
+   Joint=162   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=0   SpecialJt=No   GUID=7c08c09b-4b2b-4ddc-ae6b-b44d1d4340be
+   Joint=163   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=16   SpecialJt=No   GUID=08a8a232-678c-4720-9385-47b6c1bb41d5
+   Joint=164   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=32   SpecialJt=No   GUID=ab1d242c-6f08-425f-9e7c-128a35c27cca
+   Joint=165   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=48   SpecialJt=No   GUID=34826c2b-5184-432c-a79d-a46b51e3b5c1
+   Joint=166   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=64   SpecialJt=No   GUID=a6b37c6b-7464-4a71-b8c4-c3f464c9bee7
+   Joint=167   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=80   SpecialJt=No   GUID=cca32475-8409-4ac7-9ede-4b9e9a33a61e
+   Joint=168   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=-40   Z=96   SpecialJt=No   GUID=39ba85ed-c8fd-40a8-94ef-bc37abaf952b
+   Joint=169   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=0   SpecialJt=No   GUID=b042ddb8-3d33-46b3-9961-dcbff927bf52
+   Joint=170   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=16   SpecialJt=No   GUID=a88c3cc8-eeb0-40a8-aed1-2548bebcd272
+   Joint=171   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=32   SpecialJt=No   GUID=68d66347-684d-47dd-a1cb-2715872985ac
+   Joint=172   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=48   SpecialJt=No   GUID=88e89793-ddd5-48ae-bb73-866398eb0dc5
+   Joint=173   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=64   SpecialJt=No   GUID=48fea263-6fca-4959-8b9d-8338a53e3b0d
+   Joint=174   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=80   SpecialJt=No   GUID=83cf7672-d6ce-4bf3-a6a7-6efd8e65e903
+   Joint=175   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=0   Z=96   SpecialJt=No   GUID=6ed54069-c300-41f8-8896-51e13579ee11
+   Joint=176   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=0   SpecialJt=No   GUID=8316584a-021e-4600-b264-d0dc9fde82c0
+   Joint=177   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=16   SpecialJt=No   GUID=10cfb536-652d-415d-ab71-c8b6a617a54c
+   Joint=178   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=32   SpecialJt=No   GUID=4e383a0a-c86f-4bd1-be16-f280d40f2b14
+   Joint=179   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=48   SpecialJt=No   GUID=1c0dfecf-bf2f-4bf1-a223-aebd77a2b27a
+   Joint=180   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=64   SpecialJt=No   GUID=aab9b736-5a6b-46db-84d1-566428cdfaf2
+   Joint=181   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=80   SpecialJt=No   GUID=b9c7e661-9da0-4204-ba76-59e8655876e0
+   Joint=182   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=40   Z=96   SpecialJt=No   GUID=27846bf3-7480-4638-a55c-7e0fb1751501
+   Joint=183   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=0   SpecialJt=No   GUID=43a0317a-0148-4c7c-a5c7-dbe0fd8a0e52
+   Joint=184   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=16   SpecialJt=No   GUID=de1197b7-3424-49ee-9207-3affcb15373a
+   Joint=185   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=32   SpecialJt=No   GUID=0951b4f1-6be2-49a0-9c4c-0fecb74a1d90
+   Joint=186   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=48   SpecialJt=No   GUID=317e2a27-c45f-4edb-88da-354d4314fd61
+   Joint=187   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=64   SpecialJt=No   GUID=8e7950ac-7b97-44d2-bb2e-0f8063f6aff7
+   Joint=188   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=80   SpecialJt=No   GUID=8a4bf132-c947-4b15-9f8f-b6b193feeb4c
+   Joint=189   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=80   Z=96   SpecialJt=No   GUID=1321039b-438b-47c8-b3ab-1cb521703773
+   Joint=190   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=0   SpecialJt=No   GUID=e8dc59f9-32dd-46a3-9ea3-fab38863af4f
+   Joint=191   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=16   SpecialJt=No   GUID=5d809b3b-a908-4cd2-a4ac-e8dbf17d0e2c
+   Joint=192   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=32   SpecialJt=No   GUID=eead1caa-0014-4e6b-9d26-85e92cab2eac
+   Joint=193   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=48   SpecialJt=No   GUID=12a17288-14d4-43f0-9d3f-d837ce867096
+   Joint=194   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=64   SpecialJt=No   GUID=aaacd865-c765-48d1-8e52-3b5c682603c5
+   Joint=195   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=80   SpecialJt=No   GUID=70b59c3a-0a00-480d-8f8b-e1d09f0a1825
+   Joint=196   CoordSys=GLOBAL   CoordType=Cartesian   XorR=15   Y=120   Z=96   SpecialJt=No   GUID=2d98883d-cba3-4e70-93f8-1d377b8a3b5e
+   Joint=197   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=0   SpecialJt=No   GUID=cbd2112d-3429-4720-a04a-1227fb7981bc
+   Joint=198   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=16   SpecialJt=No   GUID=c15340ef-3db4-4169-93e5-02fb42d26946
+   Joint=199   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=32   SpecialJt=No   GUID=11695c2f-785f-4402-a059-95ee87d5aa57
+   Joint=200   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=48   SpecialJt=No   GUID=faf4a385-a6b8-4a91-b59e-3c7c918f11a3
+   Joint=201   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=64   SpecialJt=No   GUID=c76cd268-0005-4fab-aca6-b07299a68823
+   Joint=202   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=80   SpecialJt=No   GUID=472affc9-6275-4322-879e-7e0e78739cac
+   Joint=203   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-120   Z=96   SpecialJt=No   GUID=c0ad5b9d-d5a1-4421-9826-99aa6ed1d5a5
+   Joint=204   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=0   SpecialJt=No   GUID=afb073ea-49bd-4e96-9935-8cd1bd1246f2
+   Joint=205   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=16   SpecialJt=No   GUID=d69d9c8d-4488-4fec-90e7-138a9c2b0e07
+   Joint=206   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=32   SpecialJt=No   GUID=9222b1b9-9c32-4d04-8711-ae1e23f8cce3
+   Joint=207   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=48   SpecialJt=No   GUID=f71ebb86-15c7-4e3d-8a08-7894d43def06
+   Joint=208   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=64   SpecialJt=No   GUID=057c79ba-c5da-4ea5-948f-843ffedaf8a7
+   Joint=209   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=80   SpecialJt=No   GUID=67da4d11-feec-4d12-bcfd-60809fd8563c
+   Joint=210   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-80   Z=96   SpecialJt=No   GUID=c3c92283-128c-4255-836d-f51b46027463
+   Joint=211   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=0   SpecialJt=No   GUID=9020b61d-41d6-410e-a9db-31c7b28eb2a0
+   Joint=212   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=16   SpecialJt=No   GUID=e254fce0-a92b-454d-af03-4b18eac3ce43
+   Joint=213   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=32   SpecialJt=No   GUID=eb8ac033-defb-4eba-b4f4-c23da563081e
+   Joint=214   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=48   SpecialJt=No   GUID=50f3d87e-9ae8-4cd6-85ec-e9f872460678
+   Joint=215   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=64   SpecialJt=No   GUID=e3d75673-a977-4dc3-861f-4c29b5b5f46c
+   Joint=216   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=80   SpecialJt=No   GUID=bbea25be-eccf-4388-b090-029b2be7c78c
+   Joint=217   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=-40   Z=96   SpecialJt=No   GUID=ce514929-1571-4d48-bd01-a76ff8166e41
+   Joint=218   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=0   SpecialJt=No   GUID=d74dd385-6a85-4534-8f4b-099f1f715e38
+   Joint=219   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=16   SpecialJt=No   GUID=f1226f47-a5a5-4e62-bf69-7df87f002231
+   Joint=220   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=32   SpecialJt=No   GUID=2d15256f-4a98-4539-b10e-8a10fc43976b
+   Joint=221   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=48   SpecialJt=No   GUID=a627d0e8-6ada-4c26-8f84-2cda1f964384
+   Joint=222   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=64   SpecialJt=No   GUID=2118653b-f9c9-4e04-a836-72821d5889dd
+   Joint=223   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=80   SpecialJt=No   GUID=895c5aae-4da8-4974-8458-036de76f4520
+   Joint=224   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=0   Z=96   SpecialJt=No   GUID=d3fa61e0-4240-4138-9562-0cbebb6ee9b5
+   Joint=225   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=0   SpecialJt=No   GUID=2151d0a5-a353-454b-a1ae-75a7d269d5f0
+   Joint=226   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=16   SpecialJt=No   GUID=a69088d8-83ba-48a0-ac42-a7e837b34c88
+   Joint=227   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=32   SpecialJt=No   GUID=2cf4161c-3331-4500-8942-33f4b95778e3
+   Joint=228   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=48   SpecialJt=No   GUID=9c341f41-eab2-4341-bb40-e1ff45ddfb4b
+   Joint=229   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=64   SpecialJt=No   GUID=d1755067-027d-4f22-960c-8e42af2bc124
+   Joint=230   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=80   SpecialJt=No   GUID=52988711-d0e3-4891-8fef-98ed8ecab5d3
+   Joint=231   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=40   Z=96   SpecialJt=No   GUID=1eea48d1-569a-4718-a130-1a216d30b00a
+   Joint=232   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=0   SpecialJt=No   GUID=18b0372f-fc29-46f3-958c-9c7e7873dcd1
+   Joint=233   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=16   SpecialJt=No   GUID=cd7dd034-fd34-4638-8afe-043d6f56ca4b
+   Joint=234   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=32   SpecialJt=No   GUID=a2849826-509b-4009-952f-a1d2caaa7d8e
+   Joint=235   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=48   SpecialJt=No   GUID=938a2d54-c775-4514-9e48-fbed5ee7c777
+   Joint=236   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=64   SpecialJt=No   GUID=9fc927d2-9474-4da9-b1d7-2e6feacaebf9
+   Joint=237   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=80   SpecialJt=No   GUID=4c94b471-3cc9-4fe3-9e1a-d5ebde0bef44
+   Joint=238   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=80   Z=96   SpecialJt=No   GUID=1414390e-5bb8-44c0-8f13-1709a375374c
+   Joint=239   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=0   SpecialJt=No   GUID=114ddf16-9df4-4a93-9b33-39fa0592ff4b
+   Joint=240   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=16   SpecialJt=No   GUID=6e5dadc0-366e-4ff9-b948-007f3c5a4c2c
+   Joint=241   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=32   SpecialJt=No   GUID=3e32ccae-e8ec-4627-9128-d7234ba0e3ed
+   Joint=242   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=48   SpecialJt=No   GUID=557b93f1-09b7-424c-a164-3c86eb6a5924
+   Joint=243   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=64   SpecialJt=No   GUID=2f297e8b-cd07-462b-a9f9-4d6f7d7622ee
+   Joint=244   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=80   SpecialJt=No   GUID=42247790-f967-4c57-b778-0667285c4026
+   Joint=245   CoordSys=GLOBAL   CoordType=Cartesian   XorR=45   Y=120   Z=96   SpecialJt=No   GUID=83b992ef-30e8-4560-b2da-9d70e0f265c1
+   Joint=246   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=0   SpecialJt=No   GUID=7f21d7b4-01c9-4cf8-9966-bab4c544f249
+   Joint=247   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=16   SpecialJt=No   GUID=a15c5f02-ea04-4701-a83f-a6bdede307b9
+   Joint=248   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=32   SpecialJt=No   GUID=33804c02-d5cc-4b79-ba95-bb64e2e9b0dd
+   Joint=249   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=48   SpecialJt=No   GUID=56e09e0c-032e-471a-8c92-177d9da98705
+   Joint=250   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=64   SpecialJt=No   GUID=51faae25-a547-4dee-b63c-ef1d8eb17c05
+   Joint=251   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=80   SpecialJt=No   GUID=1d105551-f4c6-498f-b36e-66322bfa2d7b
+   Joint=252   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-120   Z=96   SpecialJt=No   GUID=c7ed164b-4e47-4393-9d4d-3455bc2fdba3
+   Joint=253   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=0   SpecialJt=No   GUID=7b15250a-4b7f-4da0-b3ad-869bc19d29e6
+   Joint=254   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=16   SpecialJt=No   GUID=7d1177a4-4d47-42bf-9bec-72b65d5b2ccd
+   Joint=255   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=32   SpecialJt=No   GUID=14692c78-bc5c-4bcf-9271-4751c49e3838
+   Joint=256   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=48   SpecialJt=No   GUID=6e3e6976-396e-49e3-a0e5-205dbb779a88
+   Joint=257   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=64   SpecialJt=No   GUID=5703dcad-fc1b-47be-b4d6-df514aa4b0d7
+   Joint=258   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=80   SpecialJt=No   GUID=3d502052-a45b-433a-89ed-cd790baf7fcf
+   Joint=259   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-80   Z=96   SpecialJt=No   GUID=eb99e4d8-4868-41e5-b145-6bddfd72b67f
+   Joint=260   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=0   SpecialJt=No   GUID=cf0131e2-97cf-495f-9a97-9adf49b7cde8
+   Joint=261   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=16   SpecialJt=No   GUID=2510f414-1db6-49b2-9bc2-7474f7e3f71f
+   Joint=262   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=32   SpecialJt=No   GUID=07a667e7-45c6-4962-9297-dda388cb6a84
+   Joint=263   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=48   SpecialJt=No   GUID=352ab12b-dcd5-4a62-8078-b61c82556c02
+   Joint=264   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=64   SpecialJt=No   GUID=4f88d0a2-5c1c-498c-b69a-5fdcb2248282
+   Joint=265   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=80   SpecialJt=No   GUID=e5dbb1a6-5c8d-4cce-9a37-b23a5b5c1709
+   Joint=266   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=-40   Z=96   SpecialJt=No   GUID=28c12b62-dc55-4de1-a825-c2bd84b88b4f
+   Joint=267   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=0   SpecialJt=No   GUID=9d1d84c7-342d-49bc-9c64-621c1dfac9e9
+   Joint=268   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=16   SpecialJt=No   GUID=b9465983-845c-4139-bd22-22fc8b06ce14
+   Joint=269   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=32   SpecialJt=No   GUID=fa00ce27-ab7d-4a0b-a397-ea974eeb2f29
+   Joint=270   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=48   SpecialJt=No   GUID=bc73ff7d-c2b7-43f5-918a-3b7c35604a9c
+   Joint=271   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=64   SpecialJt=No   GUID=2b524b98-2c19-4f57-8aaa-731c3f4d122b
+   Joint=272   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=80   SpecialJt=No   GUID=e9145e64-f0e6-41fc-a2fb-c25562fd50e8
+   Joint=273   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=0   Z=96   SpecialJt=No   GUID=b46b2149-0c4d-4107-a8a7-9dad7d7a40b0
+   Joint=274   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=0   SpecialJt=No   GUID=808e46ee-5c31-4317-80ae-11ed9f637669
+   Joint=275   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=16   SpecialJt=No   GUID=69bc1950-688f-4175-bf30-88c3f711bfca
+   Joint=276   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=32   SpecialJt=No   GUID=d401e492-c1ee-4242-804d-acca7021a8f8
+   Joint=277   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=48   SpecialJt=No   GUID=e1802abc-bf83-4fe1-812f-7767f291b64e
+   Joint=278   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=64   SpecialJt=No   GUID=974ef384-4c9a-42f4-b9fc-1942e61f4616
+   Joint=279   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=80   SpecialJt=No   GUID=e6f18ee6-9e5d-4f99-be6a-c7027c086df9
+   Joint=280   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=40   Z=96   SpecialJt=No   GUID=81888027-9eb7-499c-a2e2-8a9e5da6f735
+   Joint=281   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=0   SpecialJt=No   GUID=050a3296-0032-4e07-b83b-e7509e3cbec1
+   Joint=282   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=16   SpecialJt=No   GUID=78d93877-fea6-45b9-8814-6b925faf4159
+   Joint=283   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=32   SpecialJt=No   GUID=b5fbaec1-2431-4658-91f9-546e4db3b445
+   Joint=284   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=48   SpecialJt=No   GUID=7e5ca055-9dc8-4af8-9869-88066978631f
+   Joint=285   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=64   SpecialJt=No   GUID=150750a4-69b0-4048-9483-9b7bbce22c5e
+   Joint=286   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=80   SpecialJt=No   GUID=dc6cd6e8-285e-4369-9e01-e9bbbed3d739
+   Joint=287   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=80   Z=96   SpecialJt=No   GUID=1f3b0695-45c0-4611-87e0-03b551233f1b
+   Joint=288   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=0   SpecialJt=No   GUID=c6d7a5a7-a360-43ff-ae72-b43ae4f61269
+   Joint=289   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=16   SpecialJt=No   GUID=88dad3ab-87c7-4dfa-8293-d4403f8b85c7
+   Joint=290   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=32   SpecialJt=No   GUID=31dca611-7646-49cc-9f5d-47d7379ecf00
+   Joint=291   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=48   SpecialJt=No   GUID=3cf5a782-5bfa-4e00-89eb-8221f53420f0
+   Joint=292   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=64   SpecialJt=No   GUID=c5a29ceb-c3d5-4b8d-8c21-f9166315560d
+   Joint=293   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=80   SpecialJt=No   GUID=461ca94c-53c6-4c09-81df-7bc0d181116c
+   Joint=294   CoordSys=GLOBAL   CoordType=Cartesian   XorR=75   Y=120   Z=96   SpecialJt=No   GUID=74a04595-d1d0-42b1-9a91-37d446abb546
+ 
+TABLE:  "JOINT LOADS - FORCE"
+   Joint=7   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=b6456542-fe49-4970-8726-4a2879267461
+   Joint=7   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=0   F2=90   F3=0   M1=0   M2=0   M3=0   GUID=47b2666a-1960-400b-9d8d-3e1650e22093
+   Joint=14   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=58e01693-e4b1-42d5-a2dd-970db0060225
+   Joint=21   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=4dfd5025-543b-467a-a082-e9306b0e2882
+   Joint=28   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=83c0fa74-7cd3-4473-b90c-8259a081665d
+   Joint=35   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=62f4dba8-efd6-4739-85d5-065e60a0fb20
+   Joint=42   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=87eb457c-373b-45f5-8c14-436195fc4c3d
+   Joint=49   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=60   F2=0   F3=0   M1=0   M2=0   M3=0   GUID=45da8208-c7bb-429d-8976-cb969ae34115
+   Joint=56   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=0   F2=90   F3=0   M1=0   M2=0   M3=0   GUID=a9a25792-d160-4202-9f77-c25a074a075c
+   Joint=105   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=0   F2=90   F3=0   M1=0   M2=0   M3=0   GUID=1c233180-7e46-4a66-8281-c441b7cb2ee0
+   Joint=154   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=0   F2=90   F3=0   M1=0   M2=0   M3=0   GUID=418e77d2-95e3-4a8f-a3e2-1d0dd0f81bfe
+   Joint=203   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=0   F2=90   F3=0   M1=0   M2=0   M3=0   GUID=b46ff13d-335f-4132-989e-721430985444
+   Joint=252   LoadPat=TOP_LOAD   CoordSys=GLOBAL   F1=0   F2=90   F3=0   M1=0   M2=0   M3=0   GUID=4f403600-25e8-4ca6-8fea-5bc2323056b9
+ 
+TABLE:  "JOINT PATTERN DEFINITIONS"
+   Pattern=Default
+ 
+TABLE:  "JOINT RESTRAINT ASSIGNMENTS"
+   Joint=1   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=8   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=15   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=22   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=29   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=36   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=43   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=50   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=57   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=64   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=71   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=78   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=85   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=92   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=99   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=106   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=113   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=120   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=127   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=134   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=141   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=148   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=155   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=162   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=169   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=176   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=183   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=190   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=197   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=204   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=211   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=218   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=225   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=232   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=239   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=246   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=253   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=260   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=267   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=274   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=281   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+   Joint=288   U1=Yes   U2=Yes   U3=Yes   R1=No   R2=No   R3=No
+ 
+TABLE:  "LOAD CASE DEFINITIONS"
+   Case=DEAD   Type=LinStatic   InitialCond=Zero   DesTypeOpt="Prog Det"   DesignType=Dead   DesActOpt="Prog Det"   DesignAct=Non-Composite   AutoType=None   RunCase=Yes   GUID=e9e25732-8351-4be8-aca1-f1ef534b18f1
+   Case=MODAL   Type=LinModal   InitialCond=Zero   DesTypeOpt="Prog Det"   DesignType=Other   DesActOpt="Prog Det"   DesignAct=Other   AutoType=None   RunCase=Yes   GUID=01af93c2-2bdd-4247-ab78-d277f3f2ea39
+   Case=TOP_LOAD   Type=LinStatic   InitialCond=Zero   DesTypeOpt="Prog Det"   DesignType=Other   DesActOpt="Prog Det"   DesignAct=Other   AutoType=None   RunCase=Yes   GUID=82a10741-558e-47e7-8560-ad8f32cf1a94
+ 
+TABLE:  "LOAD PATTERN DEFINITIONS"
+   LoadPat=DEAD   DesignType=Dead   SelfWtMult=1   GUID=bec4eea1-fc9a-4990-9fbf-8c6a3724d66e
+   LoadPat=TOP_LOAD   DesignType=Other   SelfWtMult=0   GUID=8be8b7c7-c943-4422-9dd7-83dfd7466ff4
+ 
+TABLE:  "MASS SOURCE"
+   MassSource=MSSSRC1   Elements=Yes   Masses=Yes   Loads=No   IsDefault=Yes
+ 
+TABLE:  "MATERIAL PROPERTIES 01 - GENERAL"
+   Material=4000Psi   Type=Concrete   Grade="f'c 4000 psi"   SymType=Isotropic   TempDepend=No   Color=Blue   GUID=709204b6-f806-4cec-98fc-59c4cf4a4ed8   Notes="Customary f'c 4000 psi 11/25/2025 4:41:27 AM"
+   Material=A992Fy50   Type=Steel   Grade="Grade 50"   SymType=Isotropic   TempDepend=No   Color=Gray8Dark   GUID=90a77066-2bdc-4d2e-a306-1b5db94f5f16   Notes="ASTM A992 Grade 50 11/25/2025 4:41:27 AM"
+ 
+TABLE:  "MATERIAL PROPERTIES 02 - BASIC MECHANICAL PROPERTIES"
+   Material=4000Psi   UnitWeight=0.15000000000768005   UnitMass=0.004662142315545601   E1=519119.49600000004   G12=216299.79000000004   U12=0.2   A1=5.5E-06
+   Material=A992Fy50   UnitWeight=0.49000000000000044   UnitMass=0.01522966490075077   E1=4176000   G12=1606153.846153846   U12=0.3   A1=6.5E-06
+ 
+TABLE:  "MATERIAL PROPERTIES 03A - STEEL DATA"
+   Material=A992Fy50   Fy=7200   Fu=9360   EffFy=7920   EffFu=10296   SSCurveOpt=Simple   SSHysType=Kinematic   SHard=0.015   SMax=0.11   SRup=0.17   FinalSlope=-0.1   CoupModType="Von Mises"
+ 
+TABLE:  "MATERIAL PROPERTIES 03B - CONCRETE DATA"
+   Material=4000Psi   Fc=576   eFc=576   LtWtConc=No   SSCurveOpt=Mander   SSHysType=Takeda   SFc=0.00221914   SCap=0.005   FinalSlope=-0.1   FAngle=0   DAngle=0   CoupModType="Modified Darwin-Pecknold"
+ 
+TABLE:  "MATERIAL PROPERTIES 03J - COUPLED NONLINEAR VON MISES DATA"
+   Material=A992Fy50   YieldStress=7920   LinIsoHard=No   LinKinHard=No   NLIsoSaHard=No
+ 
+TABLE:  "MATERIAL PROPERTIES 06 - DAMPING PARAMETERS"
+   Material=4000Psi   ModalRatio=0   VisMass=0   VisStiff=0   HysMass=0   HysStiff=0
+   Material=A992Fy50   ModalRatio=0   VisMass=0   VisStiff=0   HysMass=0   HysStiff=0
+ 
+TABLE:  "MATERIAL PROPERTIES 09 - ACCEPTANCE CRITERIA"
+   Material=4000Psi   IOTens=0.01   LSTens=0.02   CPTens=0.05   IOComp=-0.003   LSComp=-0.006   CPComp=-0.015   IgnoreTens=Yes
+   Material=A992Fy50   IOTens=0.01   LSTens=0.02   CPTens=0.05   IOComp=-0.005   LSComp=-0.01   CPComp=-0.02
+ 
+TABLE:  "OPTIONS - COLORS - DISPLAY"
+   DeviceType=Screen   Points=Blue   LinesFrame=Blue   LinesFrmDL=Blue   LinesCable=Green   LinesTendon=Green   SpringLinks=Green   Restraints=Green   Releases=Green   Axes=Cyan   Text=Black   ShadowLines=Gray8Dark   GuideLines=Gray8Dark _
+        Highlight=Red   Selection=10504778   AreaFillBot=Red   AreaFillTop=16744703   AreaFillSd=Red   AreaEdge=DarkRed   SolidF1=Red   SolidF2=Blue   SolidF3=Green   SolidF4=Yellow   SolidF5=White   SolidF6=Cyan   SolidEdge=DarkRed _
+        Floor=Gray4   Background=White   BGLowLeft=White   BGLowRight=White   BGUpRight=White   Darkness=0
+   DeviceType=Printer   Points=Gray8Dark   LinesFrame=Black   LinesFrmDL=Gray4   LinesCable=Black   LinesTendon=Black   SpringLinks=Gray8Dark   Restraints=Gray8Dark   Releases=Gray4   Axes=Black   Text=Black   ShadowLines=Gray4 _
+        GuideLines=Gray4   Highlight=Black   Selection=Black   AreaFillBot=Gray4   AreaFillTop=Gray8Dark   AreaFillSd=Gray4   AreaEdge=Black   SolidF1=Gray1Light   SolidF2=Gray2   SolidF3=Gray3   SolidF4=Gray4   SolidF5=Gray5 _
+        SolidF6=Gray6   SolidEdge=Black   Floor=Gray4   Background=White   BGLowLeft=White   BGLowRight=White   BGUpRight=White   Darkness=0.5
+   DeviceType="Color Printer"   Points=Blue   LinesFrame=Blue   LinesFrmDL=Blue   LinesCable=Green   LinesTendon=Green   SpringLinks=Green   Restraints=Green   Releases=Green   Axes=Cyan   Text=Black   ShadowLines=Gray8Dark _
+        GuideLines=Gray8Dark   Highlight=Red   Selection=10504778   AreaFillBot=Red   AreaFillTop=16744703   AreaFillSd=Red   AreaEdge=DarkRed   SolidF1=Red   SolidF2=Blue   SolidF3=Green   SolidF4=Yellow   SolidF5=White   SolidF6=Cyan _
+        SolidEdge=DarkRed   Floor=Gray4   Background=White   BGLowLeft=White   BGLowRight=White   BGUpRight=White   Darkness=0.5
+ 
+TABLE:  "OPTIONS - COLORS - OUTPUT"
+   DeviceType=Screen   Contour1=13107400   Contour2=6553828   Contour3=Red   Contour4=16639   Contour5=Orange   Contour6=43775   Contour7=54527   Contour8=Yellow   Contour9=65408   Contour10=Green   Contour11=8453888   Contour12=Cyan _
+        Contour13=16755200   Contour14=16733440   Contour15=Blue   Transpare=0   Ratio1=Cyan   Ratio2=Green   Ratio3=Yellow   Ratio4=Orange   Ratio5=Red   RatioNotD=Gray4   RatioNotC=Red   RatioVal1=0.5   RatioVal2=0.7   RatioVal3=0.9 _
+        RatioVal4=1   DFillPos=Blue   DFillNeg=Red   DFillRPos=9498256   DFillRNeg=9498256
+   DeviceType=Printer   Contour1=Black   Contour2=3158064   Contour3=4210752   Contour4=5263440   Contour5=6316128   Contour6=7368816   Contour7=Gray8Dark   Contour8=Gray7   Contour9=Gray6   Contour10=Gray5   Contour11=Gray4 _
+        Contour12=Gray3   Contour13=Gray2   Contour14=Gray1Light   Contour15=White   Transpare=0   Ratio1=Gray2   Ratio2=Gray4   Ratio3=Gray8Dark   Ratio4=4210752   Ratio5=Black   RatioNotD=Gray4   RatioNotC=Black   RatioVal1=0.5 _
+        RatioVal2=0.7   RatioVal3=0.9   RatioVal4=1   DFillPos=Gray8Dark   DFillNeg=Gray8Dark   DFillRPos=4210752   DFillRNeg=4210752
+   DeviceType="Color Printer"   Contour1=13107400   Contour2=6553828   Contour3=Red   Contour4=16639   Contour5=Orange   Contour6=43775   Contour7=54527   Contour8=Yellow   Contour9=65408   Contour10=Green   Contour11=8453888 _
+        Contour12=Cyan   Contour13=16755200   Contour14=16733440   Contour15=Blue   Transpare=0   Ratio1=Cyan   Ratio2=Green   Ratio3=Yellow   Ratio4=Orange   Ratio5=Red   RatioNotD=Gray4   RatioNotC=Red   RatioVal1=0.5   RatioVal2=0.7 _
+        RatioVal3=0.9   RatioVal4=1   DFillPos=Blue   DFillNeg=Red   DFillRPos=9498256   DFillRNeg=9498256
+ 
+TABLE:  "PREFERENCES - ALUMINUM DESIGN - AA 2015"
+   THDesign=Envelopes   SRatioLimit=1   Provision=LRFD   LatFact=1.3333333333333333   UseLatFact=No   Bridge=No   AMethod="Direct Analysis"   SOMethod="General 2nd Order"   SRMethod="Tau-b Fixed"   PhiTy=0.9   PhiTr=0.75   PhiC=0.9 _
+        PhiBo=0.9   PhiBr=0.75   PhiVo=0.9   PhiVr=0.75
+ 
+TABLE:  "PREFERENCES - COLD FORMED DESIGN - AISI-16"
+   THDesign=Envelopes   FrameType="Braced Frame"   SRatioLimit=1   SOMethod="General 2nd Order"   Provision=LRFD   LatFact=1.3333333333333333   UseLatFact=No   PhiTy=0.9   PhiTr=0.75   PhiC=0.85   PhiB=0.9   PhiBPipe=0.95   PhiV=0.95
+ 
+TABLE:  "PREFERENCES - CONCRETE DESIGN - ACI 318-19"
+   THDesign=Envelopes   NumCurves=24   NumPoints=11   MinEccen=Yes   BCCDesign=Yes   IgnoreBPu=Yes   CTorsion=Yes   PatLLF=0.75   UFLimit=0.95   SeisCat=D   Rho=1   Sds=0.5   PhiT=0.9   PhiCTied=0.65   PhiCSpiral=0.75   PhiV=0.75 _
+        PhiVSeismic=0.6   PhiVJoint=0.85   TanTheta=1
+ 
+TABLE:  "PREFERENCES - CONCRETE SHELL DESIGN - EUROCODE 2-2004"
+   Country="CEN Default"   GammaS=1.15   GammaC=1.5   AlphaCC=1   AlphaCT=1   CrackCond="Program Determined"   ShrDesMet="Method 1"   CotTheta=1   AddTenForce=Yes
+ 
+TABLE:  "PREFERENCES - DIMENSIONAL"
+   MergeTol=0.008333333333333333   FineGrid=1   Nudge=1   SelectTol=3   SnapTol=12   SLineThick=2   PLineThick=4   MaxFont=12   MinFont=6   AutoZoom=10   ShrinkFact=70   TextFileLen=240
+ 
+TABLE:  "PREFERENCES - STEEL DESIGN - AISC 360-16"
+   THDesign=Envelopes   FrameType=SMF   PatLLF=0.75   SRatioLimit=0.95   MaxIter=1   SDC=D   SeisCode=No   SeisLoad=No   ImpFactor=1   SystemRho=1   SystemSds=0.5   SystemR=8   SystemCd=5.5   Omega0=3   Provision=LRFD _
+        AMethod="Direct Analysis"   SOMethod="General 2nd Order"   SRMethod="Tau-b Fixed"   NLCoeff=0.002   PhiB=0.9   PhiC=0.9   PhiTY=0.9   PhiTF=0.75   PhiV=0.9   PhiVRolledI=1   PhiVT=0.9   PlugWeld=Yes   HSSWelding=ERW   HSSReduceT=No _
+        CheckDefl=No   DLRat=120   SDLAndLLRat=120   LLRat=360   TotalRat=240   NetRat=240
+ 
+TABLE:  "PROGRAM CONTROL"
+   ProgramName=SAP2000   Version=26.3.0   CurrUnits="Kip, ft, F"   SteelCode="AISC 360-16"   ConcCode="ACI 318-19"   AlumCode="AA 2015"   ColdCode=AISI-16   ConcSCode="Eurocode 2-2004"   RegenHinge=Yes
+ 
+TABLE:  "PROJECT INFORMATION"
+   Item="Company Name"
+   Item="Client Name"
+   Item="Project Name"
+   Item="Project Number"
+   Item="Model Name"
+   Item="Model Description"
+   Item="Revision Number"
+   Item="Frame Type"
+   Item=Engineer
+   Item=Checker
+   Item=Supervisor
+   Item="Issue Code"
+   Item="Design Code"
+ 
+TABLE:  "REBAR SIZES"
+   RebarID=#2   Area=0.00034722222222222224   Diameter=0.020833333333333332
+   RebarID=#3   Area=0.0007638888847496774   Diameter=0.03125
+   RebarID=#4   Area=0.001388888909584946   Diameter=0.041666666666666664
+   RebarID=#5   Area=0.0021527777943346235   Diameter=0.05208333333333333
+   RebarID=#6   Area=0.0030555555389987095   Diameter=0.0625
+   RebarID=#7   Area=0.004166666832235124   Diameter=0.07291666666666666
+   RebarID=#8   Area=0.005486111260122723   Diameter=0.08333333333333333
+   RebarID=#9   Area=0.006944444444444444   Diameter=0.09400000174840291
+   RebarID=#10   Area=0.008819444311989678   Diameter=0.10583333174387613
+   RebarID=#11   Area=0.010833332935969034   Diameter=0.1174999972184499
+   RebarID=#14   Area=0.015625   Diameter=0.14108332991600037
+   RebarID=#18   Area=0.027777777777777776   Diameter=0.1880833307902018
+   RebarID=10M   Area=0.0010763910702533191   Diameter=0.037073493003845215
+   RebarID=15M   Area=0.0021527821405066382   Diameter=0.05249343812465668
+   RebarID=20M   Area=0.0032291733142402433   Diameter=0.06397637724876404
+   RebarID=25M   Area=0.0053819554547468815   Diameter=0.08267717063426971
+   RebarID=30M   Area=0.007534737388292948   Diameter=0.09809711575508118
+   RebarID=35M   Area=0.010763910909493763   Diameter=0.1171259880065918
+   RebarID=45M   Area=0.01614586677816179   Diameter=0.14337270458539325
+   RebarID=55M   Area=0.026909776859813266   Diameter=0.1850393811861674
+   RebarID=6d   Area=0.00030461866925987933   Diameter=0.019685039917627968
+   RebarID=8d   Area=0.0005414246891935666   Diameter=0.02624671906232834
+   RebarID=10d   Area=0.0008449669823878341   Diameter=0.0328083982070287
+   RebarID=12d   Area=0.0012163219766484366   Diameter=0.039370079835255936
+   RebarID=14d   Area=0.0016576423206263117   Diameter=0.04593176146348317
+   RebarID=16d   Area=0.002163546159863472   Diameter=0.05249343812465668
+   RebarID=20d   Area=0.0033798679295513365   Diameter=0.0656167964140574
+   RebarID=25d   Area=0.005285080108377668   Diameter=0.08202099800109863
+   RebarID=26d   Area=0.005715636743439568   Diameter=0.08530183633168538
+   RebarID=28d   Area=0.006630569282505247   Diameter=0.09186352292696634
+   RebarID=N12   Area=0.0012163219766484366   Diameter=0.039370079835255936
+   RebarID=N16   Area=0.002163546159863472   Diameter=0.05249343812465668
+   RebarID=N20   Area=0.0033798679295513365   Diameter=0.0656167964140574
+   RebarID=N24   Area=0.0048652879065937465   Diameter=0.07874015967051187
+   RebarID=N28   Area=0.006630569282505247   Diameter=0.09186352292696634
+   RebarID=N32   Area=0.008654184639453888   Diameter=0.10498687624931335
+   RebarID=N36   Area=0.01097918881310357   Diameter=0.11811023950576782
+ 
+END TABLE DATA
diff --git a/3DFrame.K_0 b/3DFrame.K_0
new file mode 100644
index 00000000..e246ea01
Binary files /dev/null and b/3DFrame.K_0 differ
diff --git a/3DFrame.K_I b/3DFrame.K_I
new file mode 100644
index 00000000..0b453c3a
Binary files /dev/null and b/3DFrame.K_I differ
diff --git a/3DFrame.K_J b/3DFrame.K_J
new file mode 100644
index 00000000..df320da2
Binary files /dev/null and b/3DFrame.K_J differ
diff --git a/3DFrame.K_M b/3DFrame.K_M
new file mode 100644
index 00000000..1a8e157f
Binary files /dev/null and b/3DFrame.K_M differ
diff --git a/3DFrame.LOG b/3DFrame.LOG
new file mode 100644
index 00000000..8deecc47
--- /dev/null
+++ b/3DFrame.LOG
@@ -0,0 +1,112 @@
+
+
+ SAP2000 v26.3.0 Ultimate 64-bit (Analysis Build 9993/64)
+ File: C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\3DFrame.LOG
+
+
+
+
+ B E G I N   A N A L Y S I S                                2025/11/25  04:41:47
+
+
+ RUNNING ANALYSIS WITHIN THE GUI PROCESS
+ USING THE ADVANCED SOLVER (PROVIDES LIMITED INSTABILITY INFORMATION)
+
+ NUMBER OF JOINTS                          =         294
+    WITH RESTRAINTS                        =          42
+ NUMBER OF FRAME/CABLE/TENDON ELEMENTS     =         678
+ NUMBER OF LOAD PATTERNS                   =           2
+ NUMBER OF ACCELERATION LOADS              =          12
+ NUMBER OF LOAD CASES                      =           3
+ NUMBER OF MASS SOURCES                    =           1
+
+ UNITS (FORCE, LENGTH, TEMPERATURE, TIME)  = kip, ft, °F, sec
+ GRAVITATIONAL ACCELERATION                =   32.174049
+
+ ADDRESSABLE PHYSICAL MEMORY (RAM)         =      31.906 GB
+
+ PARALLELIZATION OF ANALYSIS OPERATIONS:
+  (Env. variable SAPFIRE_NUM_THREADS not set)
+ NUMBER OF THREADS: STATE (AUTOMATIC)      =           8
+ NUMBER OF THREADS: STIFFNESS (AUTOMATIC)  =           8
+ NUMBER OF THREADS: EVENT (AUTOMATIC)      =           8
+ NUMBER OF THREADS: MOVE (AUTOMATIC)       =           8
+ NUMBER OF THREADS: RESPONSE (AUTOMATIC)   =           8
+ NUMBER OF THREADS: SOLVE (AUTOMATIC)      =           8
+ NUMBER OF THREADS: FORM (AUTOMATIC)       =           8
+
+
+ E L E M E N T   F O R M A T I O N                                      04:41:47
+
+
+
+ L I N E A R   E Q U A T I O N   S O L U T I O N                        04:41:47
+
+ FORMING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS
+
+ TOTAL NUMBER OF EQUILIBRIUM EQUATIONS     =        1638
+ NUMBER OF NON-ZERO STIFFNESS TERMS        =       29196
+
+ ---------------------------------
+ BASIC STABILITY CHECK FOR LINEAR LOAD CASES:
+    NUMBER OF NEGATIVE STIFFNESS EIGENVALUES SHOULD BE ZERO FOR STABILITY.
+    (NOTE: FURTHER CHECKS SHOULD BE CONSIDERED AS DEEMED NECESSARY,
+     SUCH AS REVIEWING EIGEN MODES FOR MECHANISMS AND RIGID-BODY MOTION)
+
+    NUMBER OF NEGATIVE EIGENVALUES         =           0,  OK.
+ ---------------------------------
+
+
+ L I N E A R   S T A T I C   C A S E S                                  04:41:47
+
+ USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS
+
+ TOTAL NUMBER OF CASES TO SOLVE            =           2
+ NUMBER OF CASES TO SOLVE PER BLOCK        =           2
+
+ LINEAR STATIC CASES TO BE SOLVED:
+
+ CASE: DEAD
+ CASE: TOP_LOAD
+
+
+ E I G E N   M O D A L   A N A L Y S I S                                04:41:47
+
+ CASE: MODAL
+
+ USING STIFFNESS AT ZERO (UNSTRESSED) INITIAL CONDITIONS
+
+ NUMBER OF STIFFNESS DEGREES OF FREEDOM    =        1638
+ NUMBER OF MASS DEGREES OF FREEDOM         =         756
+ MAXIMUM NUMBER OF EIGEN MODES SOUGHT      =          12
+ MINIMUM NUMBER OF EIGEN MODES SOUGHT      =           1
+ NUMBER OF RESIDUAL-MASS MODES SOUGHT      =           0
+ NUMBER OF SUBSPACE VECTORS USED           =          24
+ RELATIVE CONVERGENCE TOLERANCE            =    1.00E-09
+
+ FREQUENCY SHIFT  (CENTER) (CYC/TIME)      =     .000000
+ FREQUENCY CUTOFF (RADIUS) (CYC/TIME)      =  -INFINITY-
+ ALLOW AUTOMATIC FREQUENCY SHIFTING        =         YES
+
+
+ Original stiffness at shift : EV= 0.0000000E+00, f=     .000000, T=  -INFINITY-
+ Number of eigenvalues below shift =      0
+ Found mode      1 of     12:  EV= 2.4217167E+00, f=    0.247675, T=    4.037553
+ Found mode      2 of     12:  EV= 4.0903625E+00, f=    0.321885, T=    3.106698
+ Found mode      3 of     12:  EV= 9.3404911E+00, f=    0.486413, T=    2.055867
+ Found mode      4 of     12:  EV= 1.8659977E+01, f=    0.687505, T=    1.454535
+ Found mode      5 of     12:  EV= 2.1042077E+01, f=    0.730070, T=    1.369732
+ Found mode      6 of     12:  EV= 2.2896834E+01, f=    0.761567, T=    1.313083
+ Found mode      7 of     12:  EV= 2.5896785E+01, f=    0.809922, T=    1.234687
+ Found mode      8 of     12:  EV= 2.7361201E+01, f=    0.832507, T=    1.201192
+ Found mode      9 of     12:  EV= 2.9996028E+01, f=    0.871670, T=    1.147223
+ Found mode     10 of     12:  EV= 3.0775880E+01, f=    0.882928, T=    1.132595
+ Found mode     11 of     12:  EV= 3.2697257E+01, f=    0.910072, T=    1.098814
+ Found mode     12 of     12:  EV= 3.4173076E+01, f=    0.930384, T=    1.074825
+
+ NUMBER OF EIGEN MODES FOUND               =          12
+ NUMBER OF ITERATIONS PERFORMED            =           9
+ NUMBER OF STIFFNESS SHIFTS                =           0
+
+
+ A N A L Y S I S   C O M P L E T E                          2025/11/25  04:41:47
diff --git a/3DFrame.OUT b/3DFrame.OUT
new file mode 100644
index 00000000..14a40aed
--- /dev/null
+++ b/3DFrame.OUT
@@ -0,0 +1,100 @@
+
+
+ SAP2000 v26.3.0 Ultimate 64-bit (Analysis Build 9993/64)                       
+ File: C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\3DFrame.OUT           
+                                                                     
+                                                                       
+
+ D I S P L A C E M E N T   D E G R E E S   O F   F R E E D O M
+
+         (A) = Active DOF, equilibrium equation
+         (-) = Restrained DOF, reaction computed
+         (+) = Constrained DOF
+         (>) = External substructure DOF
+         ( ) = Null DOF
+
+  JOINTS              UX  UY  UZ  RX  RY  RZ
+       1               -   -   -   A   A   A
+       2 TO       7    A   A   A   A   A   A
+       8               -   -   -   A   A   A
+       9 TO      14    A   A   A   A   A   A
+      15               -   -   -   A   A   A
+      16 TO      21    A   A   A   A   A   A
+      22               -   -   -   A   A   A
+      23 TO      28    A   A   A   A   A   A
+      29               -   -   -   A   A   A
+      30 TO      35    A   A   A   A   A   A
+      36               -   -   -   A   A   A
+      37 TO      42    A   A   A   A   A   A
+      43               -   -   -   A   A   A
+      44 TO      49    A   A   A   A   A   A
+      50               -   -   -   A   A   A
+      51 TO      56    A   A   A   A   A   A
+      57               -   -   -   A   A   A
+      58 TO      63    A   A   A   A   A   A
+      64               -   -   -   A   A   A
+      65 TO      70    A   A   A   A   A   A
+      71               -   -   -   A   A   A
+      72 TO      77    A   A   A   A   A   A
+      78               -   -   -   A   A   A
+      79 TO      84    A   A   A   A   A   A
+      85               -   -   -   A   A   A
+      86 TO      91    A   A   A   A   A   A
+      92               -   -   -   A   A   A
+      93 TO      98    A   A   A   A   A   A
+      99               -   -   -   A   A   A
+     100 TO     105    A   A   A   A   A   A
+     106               -   -   -   A   A   A
+     107 TO     112    A   A   A   A   A   A
+     113               -   -   -   A   A   A
+     114 TO     119    A   A   A   A   A   A
+     120               -   -   -   A   A   A
+     121 TO     126    A   A   A   A   A   A
+     127               -   -   -   A   A   A
+     128 TO     133    A   A   A   A   A   A
+     134               -   -   -   A   A   A
+     135 TO     140    A   A   A   A   A   A
+     141               -   -   -   A   A   A
+     142 TO     147    A   A   A   A   A   A
+     148               -   -   -   A   A   A
+     149 TO     154    A   A   A   A   A   A
+     155               -   -   -   A   A   A
+     156 TO     161    A   A   A   A   A   A
+     162               -   -   -   A   A   A
+     163 TO     168    A   A   A   A   A   A
+     169               -   -   -   A   A   A
+     170 TO     175    A   A   A   A   A   A
+     176               -   -   -   A   A   A
+     177 TO     182    A   A   A   A   A   A
+     183               -   -   -   A   A   A
+     184 TO     189    A   A   A   A   A   A
+     190               -   -   -   A   A   A
+     191 TO     196    A   A   A   A   A   A
+     197               -   -   -   A   A   A
+     198 TO     203    A   A   A   A   A   A
+     204               -   -   -   A   A   A
+     205 TO     210    A   A   A   A   A   A
+     211               -   -   -   A   A   A
+     212 TO     217    A   A   A   A   A   A
+     218               -   -   -   A   A   A
+     219 TO     224    A   A   A   A   A   A
+     225               -   -   -   A   A   A
+     226 TO     231    A   A   A   A   A   A
+     232               -   -   -   A   A   A
+     233 TO     238    A   A   A   A   A   A
+     239               -   -   -   A   A   A
+     240 TO     245    A   A   A   A   A   A
+     246               -   -   -   A   A   A
+     247 TO     252    A   A   A   A   A   A
+     253               -   -   -   A   A   A
+     254 TO     259    A   A   A   A   A   A
+     260               -   -   -   A   A   A
+     261 TO     266    A   A   A   A   A   A
+     267               -   -   -   A   A   A
+     268 TO     273    A   A   A   A   A   A
+     274               -   -   -   A   A   A
+     275 TO     280    A   A   A   A   A   A
+     281               -   -   -   A   A   A
+     282 TO     287    A   A   A   A   A   A
+     288               -   -   -   A   A   A
+     289 TO     294    A   A   A   A   A   A
diff --git a/3DFrame.Y b/3DFrame.Y
new file mode 100644
index 00000000..24fb02f4
Binary files /dev/null and b/3DFrame.Y differ
diff --git a/3DFrame.Y$$ b/3DFrame.Y$$
new file mode 100644
index 00000000..d2f4e11a
--- /dev/null
+++ b/3DFrame.Y$$
@@ -0,0 +1,8 @@
+ SAPFire results-database version:           82
+ Type    Result      File                  Records
+ Resp    Case        .Y05                        1                  2644
+ Resp    Displ       .Y00                        1                197568
+ Resp    React       .Y03                        1                197568
+ Resp    JFJoint     .Y01                        1                197568
+ Resp    JFSpring    .Y02                        1                197568
+ Resp    DisplTran   .Y04                        1                169344
diff --git a/3DFrame.Y00 b/3DFrame.Y00
new file mode 100644
index 00000000..6acff69c
Binary files /dev/null and b/3DFrame.Y00 differ
diff --git a/3DFrame.Y01 b/3DFrame.Y01
new file mode 100644
index 00000000..819fafc1
Binary files /dev/null and b/3DFrame.Y01 differ
diff --git a/3DFrame.Y02 b/3DFrame.Y02
new file mode 100644
index 00000000..037cac28
Binary files /dev/null and b/3DFrame.Y02 differ
diff --git a/3DFrame.Y03 b/3DFrame.Y03
new file mode 100644
index 00000000..17de9bf2
Binary files /dev/null and b/3DFrame.Y03 differ
diff --git a/3DFrame.Y04 b/3DFrame.Y04
new file mode 100644
index 00000000..700cfbcc
Binary files /dev/null and b/3DFrame.Y04 differ
diff --git a/3DFrame.Y05 b/3DFrame.Y05
new file mode 100644
index 00000000..079ffd20
Binary files /dev/null and b/3DFrame.Y05 differ
diff --git a/3DFrame.Y_ b/3DFrame.Y_
new file mode 100644
index 00000000..34e64718
Binary files /dev/null and b/3DFrame.Y_ differ
diff --git a/3DFrame.Y_1 b/3DFrame.Y_1
new file mode 100644
index 00000000..74182364
Binary files /dev/null and b/3DFrame.Y_1 differ
diff --git a/3DFrame.ico b/3DFrame.ico
new file mode 100644
index 00000000..11633eec
Binary files /dev/null and b/3DFrame.ico differ
diff --git a/3DFrame.msh b/3DFrame.msh
new file mode 100644
index 00000000..b08d41c8
Binary files /dev/null and b/3DFrame.msh differ
diff --git a/3DFrame.sdb b/3DFrame.sdb
new file mode 100644
index 00000000..da1fc5d0
Binary files /dev/null and b/3DFrame.sdb differ
diff --git a/DATA_GENERATION_BATCH.py b/DATA_GENERATION_BATCH.py
new file mode 100644
index 00000000..264b496a
--- /dev/null
+++ b/DATA_GENERATION_BATCH.py
@@ -0,0 +1,225 @@
+# DATA_GENERATION_BATCH.py (ultra-fast geometry grouping)
+import itertools
+import time
+import traceback
+from datetime import datetime
+from collections import defaultdict
+
+from MP_TESTING import Test_SAP2000
+from MP_TESTING import Del_Files
+from MP_TESTING import graph_generation
+from MP_TESTING import Update_Output_Features
+
+
+# ------------------------------
+# SAP2000 fixed settings
+# ------------------------------
+Units = 4                 # kip-ft-F
+template_type = 0         # OpenFrame
+Restraint = True
+Beam = "Default"
+Column = "Default"
+LType = 8                 # "Other"
+
+
+# ------------------------------
+# Parameter sweep grid
+# ------------------------------
+PARAM_GRID = {
+    "NumStory":   [2, 3, 4, 5, 6],
+    "StoryHeight":[12, 16],        # feet
+    "SpansX":     [3, 5],
+    "LengthX":    [20, 30],        # feet
+    "SpansY":     [2, 4, 6],
+    "LengthY":    [20, 40],        # feet
+    "ForceX":     [60, 80, 100],   # kip
+    "ForceY":     [90, 120, 160],  # kip
+}
+
+
+def run_one(
+    structure_id: int,
+    SapModel,
+    geom_info: dict,
+    NumStory: int,
+    StoryHeight: float,
+    SpansX: int,
+    LengthX: float,
+    SpansY: int,
+    LengthY: float,
+    ForceX: float,
+    ForceY: float,
+) -> None:
+    """
+    Executes a single run for a given geometry & load combo.
+    Geometry is already built in SAP (geom_info).
+    """
+    print("\n" + "=" * 80)
+    print(
+        f"RUN {structure_id} | "
+        f"NumStory={NumStory}, StoryHeight={StoryHeight}, "
+        f"SpansX={SpansX}, LengthX={LengthX}, "
+        f"SpansY={SpansY}, LengthY={LengthY}, "
+        f"ForceX={ForceX}, ForceY={ForceY}"
+    )
+    print("=" * 80)
+
+    # 1) Build PyTorch Geometric graph for this configuration
+    graph_generation.generate_structure(
+        structure_id,
+        NumStory,
+        SpansX,
+        SpansY,
+        LengthX,
+        LengthY,
+        StoryHeight,
+        ForceX,
+        ForceY,
+    )
+
+    # 2) SAP2000: apply loads + run + export CSVs (reusing geometry)
+    Test_SAP2000.run_analysis_for_loads(
+        SapModel,
+        geom_info,
+        ForceX,
+        ForceY,
+    )
+
+    # 3) Update node/edge outputs inside the graph from the generated CSVs
+    Update_Output_Features.update_output(structure_id=structure_id)
+
+    # 4) Clean up CSVs if desired (no-op or minimal)
+    Del_Files.cleanup_SAP2000()   # currently disabled in your Del_Files
+    Del_Files.cleanup_csv()       # you disabled this too; safe to leave
+
+
+def main() -> None:
+    # ------------------------------
+    # Start SAP2000 once
+    # ------------------------------
+    mySapObject, SapModel = Test_SAP2000.start_sap(
+        attach_to_running=False,
+        visible=True,
+    )
+
+    keys = list(PARAM_GRID.keys())
+    combos = list(itertools.product(*(PARAM_GRID[k] for k in keys)))
+
+    # Build a list of run configs with IDs
+    runs = []
+    for i, combo in enumerate(combos, start=1):
+        params = dict(zip(keys, combo))
+        params["structure_id"] = i
+        runs.append(params)
+
+    print("\n" + "=" * 80)
+    print(f"Starting batch run with {len(runs)} total combinations.")
+    batch_start_dt = datetime.now()
+    print(f"Batch started at: {batch_start_dt.strftime('%Y-%m-%d %H:%M:%S')}")
+    print("=" * 80 + "\n")
+
+    # ------------------------------
+    # Group runs by GEOMETRY ONLY
+    # ------------------------------
+    geom_groups = defaultdict(list)
+    for p in runs:
+        geom_key = (
+            p["NumStory"],
+            p["StoryHeight"],
+            p["SpansX"],
+            p["LengthX"],
+            p["SpansY"],
+            p["LengthY"],
+        )
+        geom_groups[geom_key].append(p)
+
+    total_runs = 0
+    start_time = time.time()
+
+    # ------------------------------
+    # Loop over each geometry group
+    # ------------------------------
+    for g_idx, (geom_key, group_runs) in enumerate(geom_groups.items(), start=1):
+        NumStory, StoryHeight, SpansX, LengthX, SpansY, LengthY = geom_key
+
+        print("\n" + "#" * 80)
+        print(
+            f"GEOMETRY GROUP {g_idx} | "
+            f"NumStory={NumStory}, StoryHeight={StoryHeight}, "
+            f"SpansX={SpansX}, LengthX={LengthX}, "
+            f"SpansY={SpansY}, LengthY={LengthY}"
+        )
+        print("#" * 80)
+
+        # --- Prepare SAP geometry ONCE for this group ---
+        geom_info = Test_SAP2000.prepare_geometry(
+            SapModel,
+            Units,
+            template_type,
+            NumStory,
+            StoryHeight,
+            SpansX,
+            LengthX,
+            SpansY,
+            LengthY,
+            Restraint,
+            Beam,
+            Column,
+            LType,
+        )
+
+        # --- Run all load combinations for this geometry ---
+        for params in group_runs:
+            structure_id = params["structure_id"]
+
+            run_start = time.time()
+            try:
+                run_one(
+                    structure_id=structure_id,
+                    SapModel=SapModel,
+                    geom_info=geom_info,
+                    NumStory=NumStory,
+                    StoryHeight=StoryHeight,
+                    SpansX=SpansX,
+                    LengthX=LengthX,
+                    SpansY=SpansY,
+                    LengthY=LengthY,
+                    ForceX=params["ForceX"],
+                    ForceY=params["ForceY"],
+                )
+                total_runs += 1
+                run_end = time.time()
+                print(
+                    f">>> Run {structure_id} completed in "
+                    f"{run_end - run_start:.2f} seconds\n"
+                )
+
+            except Exception as e:
+                print("\n[ERROR] Run failed:")
+                print(f"Params: {params}")
+                print("Exception:", e)
+                traceback.print_exc()
+                # continue to the next run
+                continue
+
+    # ------------------------------
+    # Close SAP2000 once at the end
+    # ------------------------------
+    mySapObject.ApplicationExit(False)
+
+    total_elapsed = time.time() - start_time
+    batch_end_dt = datetime.now()
+
+    print("\n" + "-" * 80)
+    print(f"Completed {total_runs} successful run(s).")
+    print(
+        f"Total elapsed time: {total_elapsed/60:.2f} minutes "
+        f"({total_elapsed:.1f} seconds)"
+    )
+    print(f"Batch ended at: {batch_end_dt.strftime('%Y-%m-%d %H:%M:%S')}")
+    print("Final graphs should be in: Data_SAP2000")
+    print("-" * 80 + "\n")
+
+
+if __name__ == "__main__":
+    main()
diff --git a/DATA_GENERATION_SINGLE.py b/DATA_GENERATION_SINGLE.py
new file mode 100644
index 00000000..ac20b610
--- /dev/null
+++ b/DATA_GENERATION_SINGLE.py
@@ -0,0 +1,43 @@
+from sympy.physics.continuum_mechanics.beam import Beam3D
+
+from MP_TESTING import Test_SAP2000
+from MP_TESTING import Del_Files
+from MP_TESTING import graph_generation
+from MP_TESTING import Update_Output_Features
+
+# Units: lb_in_F = 1, lb_ft_F = 2, kip_in_F = 3, kip_ft_F = 4, kN_mm_C = 5, kN_m_C = 6, kgf_mm_C = 7, kgf_m_C = 8, N_mm_C = 9, N_m_C = 10, Ton_mm_C = 11, Ton_m_C = 12, kN_cm_C = 13, kgf_cm_C = 14, N_cm_C = 15, Ton_cm_C = 16
+Units = 4
+
+# Template Type 0 = OpenFrame, 1 = PerimeterFrame, 2 = BeamSlab, 3 = FlatPlate
+template_type = 0
+NumStory = 2
+StoryHeight = 12
+SpansX = 4
+LengthX = 20
+SpansY = 4
+LengthY = 20
+Restraint = True
+Beam = "Default"
+Column = "Default"
+
+# 1 = Dead, 2 = SuperDead, 3 = Live, 4 = Reduced Live, 5 = Quake, 6 = Wind, 7 = Snow, 8 = Other... Check API for more
+LType = 8
+
+#Top Loads
+ForceX = 90
+ForceY = 150
+
+#Set up PyTorch Graph
+graph_generation.generate_structure(1, NumStory, SpansX, SpansY, LengthX, LengthY, StoryHeight, ForceX, ForceY)
+
+#Run Analysis and save results as CSV file
+Test_SAP2000.SAPAnalysis(Units, template_type, NumStory, StoryHeight, SpansX, LengthX, SpansY, LengthY, Restraint, Beam, Column, LType, ForceX, ForceY)
+
+#Update output results in PyTorch Graph
+Update_Output_Features.update_output()
+
+#FINAL GRAPH IS STORED IN Modified_Graphs
+
+#Delete the extra files made
+Del_Files.cleanup_SAP2000()
+Del_Files.cleanup_csv()
\ No newline at end of file
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Echo b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Echo
new file mode 100644
index 00000000..647faf59
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Echo
@@ -0,0 +1,659 @@
+                                   PISA3D
+           Platform of Inelastic Structural Analysis for 3D Systems
+
+           Developed by: Bo-Zhou LIN, Yi-Jer YU, and Ker-Chyuan TSAI
+           PISA3D Website: http://pisa.ncree.org.tw 
+           Copyright(C) 2003-2011,
+           National Center for Research on Earthquake Engineering, Taiwan
+           Dept. of Civil Engineering, National Taiwan University
+           All rights reserved.
+ ================================================================================
+ Analysis Title : C:\Users\ton73\Desktop\SeismicAnalysis\Data\Static_Linear_Analysis\structure_1\structure.ipt
+ Force Unit     : kN
+ Length Unit    : mm
+ --------------------------------------------------------------------------------
+
+ Control Data
+
+	 Dimension        = 3
+	 GeometricNLCode  = 1
+ --------------------------------------------------------------------------------
+
+ Analysis Method
+
+   1.Gravity Analysis: Load Pattern: { DL 1.000  }
+ --------------------------------------------------------------------------------
+
+ Model Scope
+
+   Model Type             :   3D Model
+   Num. of Nodes          :         75    Num. of Materials     :          2
+   Num. of Fibers         :          0    Num. of InterSurfaces :          0
+   Num. of Sections       :          2    Num. of RigidEndZones :          0
+   Num. of Elements       :        130    Num. of ElementLoads  :          0
+   Num. of ElemLoadCases  :          0    Num. of LoadPatterns  :          1
+   Num. of Energy Groups  :          0    Num. of Force Groups  :          0
+   Num. of Equations      :        300
+   Reqd. Size of K Matrix :     105.00 KB (13470)
+ --------------------------------------------------------------------------------
+
+ Node Data
+
+                       Coordinates                          Restraints
+   Tag         X            Y            Z          UX   UY   UZ   RX   RY   RZ
+ -------  --------------------------------------  -------------------------------
+   N1      0.000E+000   0.000E+000   0.000E+000     -1   -1   -1   -1   -1   -1
+   N2      0.000E+000   0.000E+000   6.000E+003     -1   -1   -1   -1   -1   -1
+   N3      0.000E+000   0.000E+000   1.200E+004     -1   -1   -1   -1   -1   -1
+   N4      0.000E+000   0.000E+000   1.800E+004     -1   -1   -1   -1   -1   -1
+   N5      0.000E+000   0.000E+000   2.400E+004     -1   -1   -1   -1   -1   -1
+   N6      0.000E+000   4.200E+003   0.000E+000      0    0    0    0    0    0
+   N7      0.000E+000   4.200E+003   6.000E+003      0    0    0    0    0    0
+   N8      0.000E+000   4.200E+003   1.200E+004      0    0    0    0    0    0
+   N9      0.000E+000   4.200E+003   1.800E+004      0    0    0    0    0    0
+   N10     0.000E+000   4.200E+003   2.400E+004      0    0    0    0    0    0
+   N11     0.000E+000   7.400E+003   0.000E+000      0    0    0    0    0    0
+   N12     0.000E+000   7.400E+003   6.000E+003      0    0    0    0    0    0
+   N13     0.000E+000   7.400E+003   1.200E+004      0    0    0    0    0    0
+   N14     0.000E+000   7.400E+003   1.800E+004      0    0    0    0    0    0
+   N15     0.000E+000   7.400E+003   2.400E+004      0    0    0    0    0    0
+   N16     7.000E+003   0.000E+000   0.000E+000     -1   -1   -1   -1   -1   -1
+   N17     7.000E+003   0.000E+000   6.000E+003     -1   -1   -1   -1   -1   -1
+   N18     7.000E+003   0.000E+000   1.200E+004     -1   -1   -1   -1   -1   -1
+   N19     7.000E+003   0.000E+000   1.800E+004     -1   -1   -1   -1   -1   -1
+   N20     7.000E+003   0.000E+000   2.400E+004     -1   -1   -1   -1   -1   -1
+   N21     7.000E+003   4.200E+003   0.000E+000      0    0    0    0    0    0
+   N22     7.000E+003   4.200E+003   6.000E+003      0    0    0    0    0    0
+   N23     7.000E+003   4.200E+003   1.200E+004      0    0    0    0    0    0
+   N24     7.000E+003   4.200E+003   1.800E+004      0    0    0    0    0    0
+   N25     7.000E+003   4.200E+003   2.400E+004      0    0    0    0    0    0
+   N26     7.000E+003   7.400E+003   0.000E+000      0    0    0    0    0    0
+   N27     7.000E+003   7.400E+003   6.000E+003      0    0    0    0    0    0
+   N28     7.000E+003   7.400E+003   1.200E+004      0    0    0    0    0    0
+   N29     7.000E+003   7.400E+003   1.800E+004      0    0    0    0    0    0
+   N30     7.000E+003   7.400E+003   2.400E+004      0    0    0    0    0    0
+   N31     1.400E+004   0.000E+000   0.000E+000     -1   -1   -1   -1   -1   -1
+   N32     1.400E+004   0.000E+000   6.000E+003     -1   -1   -1   -1   -1   -1
+   N33     1.400E+004   0.000E+000   1.200E+004     -1   -1   -1   -1   -1   -1
+   N34     1.400E+004   0.000E+000   1.800E+004     -1   -1   -1   -1   -1   -1
+   N35     1.400E+004   0.000E+000   2.400E+004     -1   -1   -1   -1   -1   -1
+   N36     1.400E+004   4.200E+003   0.000E+000      0    0    0    0    0    0
+   N37     1.400E+004   4.200E+003   6.000E+003      0    0    0    0    0    0
+   N38     1.400E+004   4.200E+003   1.200E+004      0    0    0    0    0    0
+   N39     1.400E+004   4.200E+003   1.800E+004      0    0    0    0    0    0
+   N40     1.400E+004   4.200E+003   2.400E+004      0    0    0    0    0    0
+   N41     1.400E+004   7.400E+003   0.000E+000      0    0    0    0    0    0
+   N42     1.400E+004   7.400E+003   6.000E+003      0    0    0    0    0    0
+   N43     1.400E+004   7.400E+003   1.200E+004      0    0    0    0    0    0
+   N44     1.400E+004   7.400E+003   1.800E+004      0    0    0    0    0    0
+   N45     1.400E+004   7.400E+003   2.400E+004      0    0    0    0    0    0
+   N46     2.100E+004   0.000E+000   0.000E+000     -1   -1   -1   -1   -1   -1
+   N47     2.100E+004   0.000E+000   6.000E+003     -1   -1   -1   -1   -1   -1
+   N48     2.100E+004   0.000E+000   1.200E+004     -1   -1   -1   -1   -1   -1
+   N49     2.100E+004   0.000E+000   1.800E+004     -1   -1   -1   -1   -1   -1
+   N50     2.100E+004   0.000E+000   2.400E+004     -1   -1   -1   -1   -1   -1
+   N51     2.100E+004   4.200E+003   0.000E+000      0    0    0    0    0    0
+   N52     2.100E+004   4.200E+003   6.000E+003      0    0    0    0    0    0
+   N53     2.100E+004   4.200E+003   1.200E+004      0    0    0    0    0    0
+   N54     2.100E+004   4.200E+003   1.800E+004      0    0    0    0    0    0
+   N55     2.100E+004   4.200E+003   2.400E+004      0    0    0    0    0    0
+   N56     2.100E+004   7.400E+003   0.000E+000      0    0    0    0    0    0
+   N57     2.100E+004   7.400E+003   6.000E+003      0    0    0    0    0    0
+   N58     2.100E+004   7.400E+003   1.200E+004      0    0    0    0    0    0
+   N59     2.100E+004   7.400E+003   1.800E+004      0    0    0    0    0    0
+   N60     2.100E+004   7.400E+003   2.400E+004      0    0    0    0    0    0
+   N61     2.800E+004   0.000E+000   0.000E+000     -1   -1   -1   -1   -1   -1
+   N62     2.800E+004   0.000E+000   6.000E+003     -1   -1   -1   -1   -1   -1
+   N63     2.800E+004   0.000E+000   1.200E+004     -1   -1   -1   -1   -1   -1
+   N64     2.800E+004   0.000E+000   1.800E+004     -1   -1   -1   -1   -1   -1
+   N65     2.800E+004   0.000E+000   2.400E+004     -1   -1   -1   -1   -1   -1
+   N66     2.800E+004   4.200E+003   0.000E+000      0    0    0    0    0    0
+   N67     2.800E+004   4.200E+003   6.000E+003      0    0    0    0    0    0
+   N68     2.800E+004   4.200E+003   1.200E+004      0    0    0    0    0    0
+   N69     2.800E+004   4.200E+003   1.800E+004      0    0    0    0    0    0
+   N70     2.800E+004   4.200E+003   2.400E+004      0    0    0    0    0    0
+   N71     2.800E+004   7.400E+003   0.000E+000      0    0    0    0    0    0
+   N72     2.800E+004   7.400E+003   6.000E+003      0    0    0    0    0    0
+   N73     2.800E+004   7.400E+003   1.200E+004      0    0    0    0    0    0
+   N74     2.800E+004   7.400E+003   1.800E+004      0    0    0    0    0    0
+   N75     2.800E+004   7.400E+003   2.400E+004      0    0    0    0    0    0
+ --------------------------------------------------------------------------------
+
+ DOF ID Table
+
+   Nodal                 ID Number of Nodal DOF
+    Tag        UX      UY      UZ      RX      RY      RZ
+ ----------  --------------------------------------------------
+   N1          0       0       0       0       0       0       
+   N2          0       0       0       0       0       0       
+   N3          0       0       0       0       0       0       
+   N4          0       0       0       0       0       0       
+   N5          0       0       0       0       0       0       
+   N6          289     290     291     292     293     294     
+   N7          265     266     267     268     269     270     
+   N8          229     230     231     232     233     234     
+   N9          181     182     183     184     185     186     
+   N10         121     122     123     124     125     126     
+   N11         295     296     297     298     299     300     
+   N12         277     278     279     280     281     282     
+   N13         247     248     249     250     251     252     
+   N14         205     206     207     208     209     210     
+   N15         151     152     153     154     155     156     
+   N16         0       0       0       0       0       0       
+   N17         0       0       0       0       0       0       
+   N18         0       0       0       0       0       0       
+   N19         0       0       0       0       0       0       
+   N20         0       0       0       0       0       0       
+   N21         271     272     273     274     275     276     
+   N22         235     236     237     238     239     240     
+   N23         187     188     189     190     191     192     
+   N24         127     128     129     130     131     132     
+   N25         73      74      75      76      77      78      
+   N26         283     284     285     286     287     288     
+   N27         253     254     255     256     257     258     
+   N28         211     212     213     214     215     216     
+   N29         157     158     159     160     161     162     
+   N30         97      98      99      100     101     102     
+   N31         0       0       0       0       0       0       
+   N32         0       0       0       0       0       0       
+   N33         0       0       0       0       0       0       
+   N34         0       0       0       0       0       0       
+   N35         0       0       0       0       0       0       
+   N36         241     242     243     244     245     246     
+   N37         193     194     195     196     197     198     
+   N38         133     134     135     136     137     138     
+   N39         79      80      81      82      83      84      
+   N40         37      38      39      40      41      42      
+   N41         259     260     261     262     263     264     
+   N42         217     218     219     220     221     222     
+   N43         163     164     165     166     167     168     
+   N44         103     104     105     106     107     108     
+   N45         55      56      57      58      59      60      
+   N46         0       0       0       0       0       0       
+   N47         0       0       0       0       0       0       
+   N48         0       0       0       0       0       0       
+   N49         0       0       0       0       0       0       
+   N50         0       0       0       0       0       0       
+   N51         199     200     201     202     203     204     
+   N52         139     140     141     142     143     144     
+   N53         85      86      87      88      89      90      
+   N54         43      44      45      46      47      48      
+   N55         13      14      15      16      17      18      
+   N56         223     224     225     226     227     228     
+   N57         169     170     171     172     173     174     
+   N58         109     110     111     112     113     114     
+   N59         61      62      63      64      65      66      
+   N60         25      26      27      28      29      30      
+   N61         0       0       0       0       0       0       
+   N62         0       0       0       0       0       0       
+   N63         0       0       0       0       0       0       
+   N64         0       0       0       0       0       0       
+   N65         0       0       0       0       0       0       
+   N66         145     146     147     148     149     150     
+   N67         91      92      93      94      95      96      
+   N68         49      50      51      52      53      54      
+   N69         19      20      21      22      23      24      
+   N70         1       2       3       4       5       6       
+   N71         175     176     177     178     179     180     
+   N72         115     116     117     118     119     120     
+   N73         67      68      69      70      71      72      
+   N74         31      32      33      34      35      36      
+   N75         7       8       9       10      11      12      
+ --------------------------------------------------------------------------------
+
+ Nodal Lump Mass Data
+
+   Node       UX          UY          UZ          RX          RY          RZ
+ ------- ------------------------------------------------------------------------
+   N1     4.074E-003  4.074E-003  4.074E-003  1.111E+006  2.577E+006  1.505E+006
+   N2     7.928E-003  7.928E-003  7.928E-003  2.203E+006  5.153E+006  2.991E+006
+   N3     7.928E-003  7.928E-003  7.928E-003  2.203E+006  5.153E+006  2.991E+006
+   N4     7.928E-003  7.928E-003  7.928E-003  2.203E+006  5.153E+006  2.991E+006
+   N5     4.074E-003  4.074E-003  4.074E-003  1.111E+006  2.577E+006  1.505E+006
+   N6     4.175E-003  4.175E-003  4.175E-003  1.141E+006  2.632E+006  1.547E+006
+   N7     8.029E-003  8.029E-003  8.029E-003  2.254E+006  5.230E+006  3.033E+006
+   N8     8.029E-003  8.029E-003  8.029E-003  2.254E+006  5.230E+006  3.033E+006
+   N9     8.029E-003  8.029E-003  8.029E-003  2.254E+006  5.230E+006  3.033E+006
+   N10    4.175E-003  4.175E-003  4.175E-003  1.141E+006  2.632E+006  1.547E+006
+   N11    4.042E-003  4.042E-003  4.042E-003  1.122E+006  2.632E+006  1.528E+006
+   N12    7.896E-003  7.896E-003  7.896E-003  2.235E+006  5.230E+006  3.015E+006
+   N13    7.896E-003  7.896E-003  7.896E-003  2.235E+006  5.230E+006  3.015E+006
+   N14    7.896E-003  7.896E-003  7.896E-003  2.235E+006  5.230E+006  3.015E+006
+   N15    4.042E-003  4.042E-003  4.042E-003  1.122E+006  2.632E+006  1.528E+006
+   N16    7.940E-003  7.940E-003  7.940E-003  2.203E+006  5.153E+006  2.991E+006
+   N17    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N18    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N19    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N20    7.940E-003  7.940E-003  7.940E-003  2.203E+006  5.153E+006  2.991E+006
+   N21    8.042E-003  8.042E-003  8.042E-003  2.233E+006  5.243E+006  3.067E+006
+   N22    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N23    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N24    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N25    8.042E-003  8.042E-003  8.042E-003  2.233E+006  5.243E+006  3.067E+006
+   N26    7.909E-003  7.909E-003  7.909E-003  2.214E+006  5.243E+006  3.049E+006
+   N27    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N28    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N29    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N30    7.909E-003  7.909E-003  7.909E-003  2.214E+006  5.243E+006  3.049E+006
+   N31    7.940E-003  7.940E-003  7.940E-003  2.203E+006  5.153E+006  2.991E+006
+   N32    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N33    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N34    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N35    7.940E-003  7.940E-003  7.940E-003  2.203E+006  5.153E+006  2.991E+006
+   N36    8.042E-003  8.042E-003  8.042E-003  2.233E+006  5.243E+006  3.067E+006
+   N37    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N38    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N39    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N40    8.042E-003  8.042E-003  8.042E-003  2.233E+006  5.243E+006  3.067E+006
+   N41    7.909E-003  7.909E-003  7.909E-003  2.214E+006  5.243E+006  3.049E+006
+   N42    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N43    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N44    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N45    7.909E-003  7.909E-003  7.909E-003  2.214E+006  5.243E+006  3.049E+006
+   N46    7.940E-003  7.940E-003  7.940E-003  2.203E+006  5.153E+006  2.991E+006
+   N47    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N48    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N49    1.557E-002  1.557E-002  1.557E-002  4.387E+006  1.031E+007  5.963E+006
+   N50    7.940E-003  7.940E-003  7.940E-003  2.203E+006  5.153E+006  2.991E+006
+   N51    8.042E-003  8.042E-003  8.042E-003  2.233E+006  5.243E+006  3.067E+006
+   N52    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N53    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N54    1.568E-002  1.568E-002  1.568E-002  4.438E+006  1.042E+007  6.040E+006
+   N55    8.042E-003  8.042E-003  8.042E-003  2.233E+006  5.243E+006  3.067E+006
+   N56    7.909E-003  7.909E-003  7.909E-003  2.214E+006  5.243E+006  3.049E+006
+   N57    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N58    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N59    1.554E-002  1.554E-002  1.554E-002  4.419E+006  1.042E+007  6.021E+006
+   N60    7.909E-003  7.909E-003  7.909E-003  2.214E+006  5.243E+006  3.049E+006
+   N61    4.074E-003  4.074E-003  4.074E-003  1.111E+006  2.577E+006  1.505E+006
+   N62    7.928E-003  7.928E-003  7.928E-003  2.203E+006  5.153E+006  2.991E+006
+   N63    7.928E-003  7.928E-003  7.928E-003  2.203E+006  5.153E+006  2.991E+006
+   N64    7.928E-003  7.928E-003  7.928E-003  2.203E+006  5.153E+006  2.991E+006
+   N65    4.074E-003  4.074E-003  4.074E-003  1.111E+006  2.577E+006  1.505E+006
+   N66    4.175E-003  4.175E-003  4.175E-003  1.141E+006  2.632E+006  1.547E+006
+   N67    8.029E-003  8.029E-003  8.029E-003  2.254E+006  5.230E+006  3.033E+006
+   N68    8.029E-003  8.029E-003  8.029E-003  2.254E+006  5.230E+006  3.033E+006
+   N69    8.029E-003  8.029E-003  8.029E-003  2.254E+006  5.230E+006  3.033E+006
+   N70    4.175E-003  4.175E-003  4.175E-003  1.141E+006  2.632E+006  1.547E+006
+   N71    4.042E-003  4.042E-003  4.042E-003  1.122E+006  2.632E+006  1.528E+006
+   N72    7.896E-003  7.896E-003  7.896E-003  2.235E+006  5.230E+006  3.015E+006
+   N73    7.896E-003  7.896E-003  7.896E-003  2.235E+006  5.230E+006  3.015E+006
+   N74    7.896E-003  7.896E-003  7.896E-003  2.235E+006  5.230E+006  3.015E+006
+   N75    4.042E-003  4.042E-003  4.042E-003  1.122E+006  2.632E+006  1.528E+006
+ --------------------------------------------------------------------------------
+
+ Material Data
+
+   Tag       Type                          Parameters
+ --------  ---------------  -----------------------------------------------------
+   STEEL_BEAM    Elastic        Elastic Modulus = 2000.000  £h = 0.300   
+   STEEL_COLUMN    Elastic        Elastic Modulus = 200.000   £h = 0.300   
+ --------------------------------------------------------------------------------
+
+ Section Data
+
+   Tag       Type                          Parameters
+ --------  ---------------  -----------------------------------------------------
+   BEAM_SECTION    BCSection03    Mat.= STEEL_BEAM, STEEL_BEAM, STEEL_BEAM, STEEL_BEAM, STEEL_BEAM, STEEL_BEAM, STEEL_BEAM, STEEL_BEAM, STEEL_BEAM
+                            A=3.077E+003 Iz=2.062E+007 Iy=1.612E+006 J=7.135E+004
+                            InterSurf.=None Sz=2.062E+005 Sy=3.224E+004 Avy=1.270E+003 Avz=1.608E+003
+   COLUMN_SECTION    BCSection03    Mat.= STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN, STEEL_COLUMN
+                            A=7.852E+003 Iz=4.721E+007 Iy=4.721E+007 J=7.060E+007
+                            InterSurf.=None Sz=4.721E+005 Sy=4.721E+005 Avy=4.140E+003 Avz=4.140E+003
+ --------------------------------------------------------------------------------
+
+ Element Data
+
+   Tag       Type                          Parameters
+ --------  ---------------  -----------------------------------------------------
+   E1        BeamColumn     I=N6 J=N21 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E2        BeamColumn     I=N21 J=N36 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E3        BeamColumn     I=N36 J=N51 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E4        BeamColumn     I=N51 J=N66 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E5        BeamColumn     I=N7 J=N22 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E6        BeamColumn     I=N22 J=N37 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E7        BeamColumn     I=N37 J=N52 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E8        BeamColumn     I=N52 J=N67 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E9        BeamColumn     I=N8 J=N23 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E10       BeamColumn     I=N23 J=N38 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E11       BeamColumn     I=N38 J=N53 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E12       BeamColumn     I=N53 J=N68 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E13       BeamColumn     I=N9 J=N24 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E14       BeamColumn     I=N24 J=N39 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E15       BeamColumn     I=N39 J=N54 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E16       BeamColumn     I=N54 J=N69 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E17       BeamColumn     I=N10 J=N25 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E18       BeamColumn     I=N25 J=N40 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E19       BeamColumn     I=N40 J=N55 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E20       BeamColumn     I=N55 J=N70 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E21       BeamColumn     I=N11 J=N26 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E22       BeamColumn     I=N26 J=N41 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E23       BeamColumn     I=N41 J=N56 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E24       BeamColumn     I=N56 J=N71 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E25       BeamColumn     I=N12 J=N27 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E26       BeamColumn     I=N27 J=N42 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E27       BeamColumn     I=N42 J=N57 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E28       BeamColumn     I=N57 J=N72 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E29       BeamColumn     I=N13 J=N28 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E30       BeamColumn     I=N28 J=N43 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E31       BeamColumn     I=N43 J=N58 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E32       BeamColumn     I=N58 J=N73 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E33       BeamColumn     I=N14 J=N29 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E34       BeamColumn     I=N29 J=N44 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E35       BeamColumn     I=N44 J=N59 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E36       BeamColumn     I=N59 J=N74 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E37       BeamColumn     I=N15 J=N30 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E38       BeamColumn     I=N30 J=N45 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E39       BeamColumn     I=N45 J=N60 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E40       BeamColumn     I=N60 J=N75 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E41       BeamColumn     I=N6 J=N7 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E42       BeamColumn     I=N7 J=N8 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E43       BeamColumn     I=N8 J=N9 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E44       BeamColumn     I=N9 J=N10 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E45       BeamColumn     I=N21 J=N22 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E46       BeamColumn     I=N22 J=N23 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E47       BeamColumn     I=N23 J=N24 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E48       BeamColumn     I=N24 J=N25 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E49       BeamColumn     I=N36 J=N37 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E50       BeamColumn     I=N37 J=N38 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E51       BeamColumn     I=N38 J=N39 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E52       BeamColumn     I=N39 J=N40 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E53       BeamColumn     I=N51 J=N52 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E54       BeamColumn     I=N52 J=N53 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E55       BeamColumn     I=N53 J=N54 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E56       BeamColumn     I=N54 J=N55 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E57       BeamColumn     I=N66 J=N67 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E58       BeamColumn     I=N67 J=N68 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E59       BeamColumn     I=N68 J=N69 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E60       BeamColumn     I=N69 J=N70 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E61       BeamColumn     I=N11 J=N12 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E62       BeamColumn     I=N12 J=N13 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E63       BeamColumn     I=N13 J=N14 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E64       BeamColumn     I=N14 J=N15 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E65       BeamColumn     I=N26 J=N27 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E66       BeamColumn     I=N27 J=N28 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E67       BeamColumn     I=N28 J=N29 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E68       BeamColumn     I=N29 J=N30 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E69       BeamColumn     I=N41 J=N42 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E70       BeamColumn     I=N42 J=N43 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E71       BeamColumn     I=N43 J=N44 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E72       BeamColumn     I=N44 J=N45 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E73       BeamColumn     I=N56 J=N57 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E74       BeamColumn     I=N57 J=N58 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E75       BeamColumn     I=N58 J=N59 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E76       BeamColumn     I=N59 J=N60 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E77       BeamColumn     I=N71 J=N72 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E78       BeamColumn     I=N72 J=N73 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E79       BeamColumn     I=N73 J=N74 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E80       BeamColumn     I=N74 J=N75 Sec.=BEAM_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E81       BeamColumn     I=N1 J=N6 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E82       BeamColumn     I=N6 J=N11 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E83       BeamColumn     I=N2 J=N7 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E84       BeamColumn     I=N7 J=N12 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E85       BeamColumn     I=N3 J=N8 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E86       BeamColumn     I=N8 J=N13 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E87       BeamColumn     I=N4 J=N9 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E88       BeamColumn     I=N9 J=N14 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E89       BeamColumn     I=N5 J=N10 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E90       BeamColumn     I=N10 J=N15 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E91       BeamColumn     I=N16 J=N21 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E92       BeamColumn     I=N21 J=N26 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E93       BeamColumn     I=N17 J=N22 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E94       BeamColumn     I=N22 J=N27 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E95       BeamColumn     I=N18 J=N23 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E96       BeamColumn     I=N23 J=N28 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E97       BeamColumn     I=N19 J=N24 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E98       BeamColumn     I=N24 J=N29 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E99       BeamColumn     I=N20 J=N25 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E100      BeamColumn     I=N25 J=N30 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E101      BeamColumn     I=N31 J=N36 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E102      BeamColumn     I=N36 J=N41 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E103      BeamColumn     I=N32 J=N37 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E104      BeamColumn     I=N37 J=N42 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E105      BeamColumn     I=N33 J=N38 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E106      BeamColumn     I=N38 J=N43 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E107      BeamColumn     I=N34 J=N39 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E108      BeamColumn     I=N39 J=N44 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E109      BeamColumn     I=N35 J=N40 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E110      BeamColumn     I=N40 J=N45 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E111      BeamColumn     I=N46 J=N51 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E112      BeamColumn     I=N51 J=N56 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E113      BeamColumn     I=N47 J=N52 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E114      BeamColumn     I=N52 J=N57 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E115      BeamColumn     I=N48 J=N53 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E116      BeamColumn     I=N53 J=N58 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E117      BeamColumn     I=N49 J=N54 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E118      BeamColumn     I=N54 J=N59 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E119      BeamColumn     I=N50 J=N55 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E120      BeamColumn     I=N55 J=N60 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E121      BeamColumn     I=N61 J=N66 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E122      BeamColumn     I=N66 J=N71 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E123      BeamColumn     I=N62 J=N67 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E124      BeamColumn     I=N67 J=N72 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E125      BeamColumn     I=N63 J=N68 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E126      BeamColumn     I=N68 J=N73 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E127      BeamColumn     I=N64 J=N69 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E128      BeamColumn     I=N69 J=N74 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E129      BeamColumn     I=N65 J=N70 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+   E130      BeamColumn     I=N70 J=N75 Sec.=COLUMN_SECTION REZ=None E_Gp=0 F_Gp=0
+                            GeoK=0 OutCode=1 FEFCase=None LFac=0.0 PhiY=0 
+ --------------------------------------------------------------------------------
+
+ Load Pattern Data
+
+   NodalLoad  DL           
+   -------------------------------------
+   Node       FX          FY          FZ          MX          MY          MZ
+ ------- ------------------------------------------------------------------------
+   N1     0.000E+000 -3.996E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N2     0.000E+000 -7.777E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N3     0.000E+000 -7.777E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N4     0.000E+000 -7.777E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N5     0.000E+000 -3.996E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N6     0.000E+000 -4.096E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N7     0.000E+000 -7.877E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N8     0.000E+000 -7.877E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N9     0.000E+000 -7.877E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N10    0.000E+000 -4.096E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N11    9.000E+001 -3.965E+001  1.500E+002  0.000E+000  0.000E+000  0.000E+000
+   N12    9.000E+001 -7.746E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N13    9.000E+001 -7.746E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N14    9.000E+001 -7.746E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N15    9.000E+001 -3.965E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N16    0.000E+000 -7.790E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N17    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N18    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N19    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N20    0.000E+000 -7.790E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N21    0.000E+000 -7.889E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N22    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N23    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N24    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N25    0.000E+000 -7.889E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N26    0.000E+000 -7.759E+001  1.500E+002  0.000E+000  0.000E+000  0.000E+000
+   N27    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N28    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N29    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N30    0.000E+000 -7.759E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N31    0.000E+000 -7.790E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N32    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N33    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N34    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N35    0.000E+000 -7.790E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N36    0.000E+000 -7.889E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N37    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N38    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N39    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N40    0.000E+000 -7.889E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N41    0.000E+000 -7.759E+001  1.500E+002  0.000E+000  0.000E+000  0.000E+000
+   N42    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N43    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N44    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N45    0.000E+000 -7.759E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N46    0.000E+000 -7.790E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N47    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N48    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N49    0.000E+000 -1.528E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N50    0.000E+000 -7.790E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N51    0.000E+000 -7.889E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N52    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N53    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N54    0.000E+000 -1.538E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N55    0.000E+000 -7.889E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N56    0.000E+000 -7.759E+001  1.500E+002  0.000E+000  0.000E+000  0.000E+000
+   N57    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N58    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N59    0.000E+000 -1.525E+002  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N60    0.000E+000 -7.759E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N61    0.000E+000 -3.996E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N62    0.000E+000 -7.777E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N63    0.000E+000 -7.777E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N64    0.000E+000 -7.777E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N65    0.000E+000 -3.996E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N66    0.000E+000 -4.096E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N67    0.000E+000 -7.877E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N68    0.000E+000 -7.877E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N69    0.000E+000 -7.877E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N70    0.000E+000 -4.096E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N71    0.000E+000 -3.965E+001  1.500E+002  0.000E+000  0.000E+000  0.000E+000
+   N72    0.000E+000 -7.746E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N73    0.000E+000 -7.746E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N74    0.000E+000 -7.746E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+   N75    0.000E+000 -3.965E+001  0.000E+000  0.000E+000  0.000E+000  0.000E+000
+ --------------------------------------------------------------------------------
+
+ Starting Gravity Analysis...
+ Gravity Analysis has succeeded!
+
+ Total Analysis Methods Performed: 1
+ Analysis Time Elapsed: 0.019 Sec.
+
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.ElemEnvelope b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.ElemEnvelope
new file mode 100644
index 00000000..de347a03
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.ElemEnvelope
@@ -0,0 +1,138 @@
+                     PISA3D  Element Envelopes File
+
+
+  Element Response Envelopes at Step:  0           
+
+  BeamColumn Element
+  Elem.    ---- Max. Bending_Moment Z_axis_I_end------    --- Max. Bending_Rotation Z_axis_I_end-----    -- Max.Plas. Bending_Rotation Z_axis_I_end     ---- Max. Bending_Moment Z_axis_J_end------    --- Max. Bending_Rotation Z_axis_J_end-----    -- Max.Plas. Bending_Rotation Z_axis_J_end     ---- Max. Bending_Moment Y_axis_I_end------    --- Max. Bending_Rotation Y_axis_I_end-----    -- Max.Plas. Bending_Rotation Y_axis_I_end     ---- Max. Bending_Moment Y_axis_J_end------    --- Max. Bending_Rotation Y_axis_J_end-----    -- Max.Plas. Bending_Rotation Y_axis_J_end     ------ Max. Shear_Force Y_axis_I_end-------    ---- Max. Shear_Rotation Y_axis_I_end------    -- Max.Plas. Shear_Rotation Y_axis_I_end --    ------ Max. Shear_Force Y_axis_J_end-------    ---- Max. Shear_Rotation Y_axis_J_end------    -- Max.Plas. Shear_Rotation Y_axis_J_end --    ------ Max. Shear_Force Z_axis_I_end-------    ---- Max. Shear_Rotation Z_axis_I_end------    -- Max.Plas. Shear_Rotation Z_axis_I_end --    ------ Max. Shear_Force Z_axis_J_end-------    ---- Max. Shear_Rotation Z_axis_J_end------    -- Max.Plas. Shear_Rotation Z_axis_J_end --    ----------- Maximum Axial Force------------    ------------ Maximum Extension ------------    --------- Maximum Torsional Force----------    -------------- Maximum Twist --------------
+  Tag       Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time
+  E1       0.000E+000     0.000  -5.005E+004     0.000    0.000E+000     0.000  -1.722E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.922E+004     0.000    0.000E+000     0.000  -8.031E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.381E-001     0.000    0.000E+000     0.000  -8.974E-008     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.281E-001     0.000    0.000E+000     0.000  -7.896E-008     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.275E+001     0.000    0.000E+000     0.000  -1.305E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    1.275E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.305E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    6.660E-005     0.000   0.000E+000     0.000    5.383E-011     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -6.660E-005     0.000    5.383E-011     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.381E+000     0.000   0.000E+000     0.000    2.708E-003     0.000   0.000E+000     0.000    1.539E-001     0.000   0.000E+000     0.000    1.963E-005     0.000   0.000E+000     0.000
+  E2       0.000E+000     0.000  -3.181E+004     0.000    0.000E+000     0.000  -8.467E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.369E+004     0.000    0.000E+000     0.000  -1.006E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    6.904E-003     0.000   0.000E+000     0.000    4.165E-009     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.299E-003     0.000   0.000E+000     0.000    0.000E+000     0.000  -8.349E-010     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.357E+000     0.000    0.000E+000     0.000  -9.578E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    9.357E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.578E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.315E-006     0.000    0.000E+000     0.000  -1.063E-012     0.000    0.000E+000     0.000   0.000E+000     0.000    1.315E-006     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.063E-012     0.000    0.000E+000     0.000   0.000E+000     0.000    4.386E-001     0.000   0.000E+000     0.000    4.988E-004     0.000   0.000E+000     0.000    1.418E-003     0.000   0.000E+000     0.000    1.809E-007     0.000   0.000E+000     0.000
+  E3       0.000E+000     0.000  -3.340E+004     0.000    0.000E+000     0.000  -1.007E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.121E+004     0.000    0.000E+000     0.000  -8.209E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.299E-003     0.000    8.349E-010     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -6.904E-003     0.000    0.000E+000     0.000  -4.165E-009     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.230E+000     0.000    0.000E+000     0.000  -9.448E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    9.230E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.448E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    1.315E-006     0.000   0.000E+000     0.000    1.063E-012     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.315E-006     0.000    1.063E-012     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -6.049E-001     0.000    0.000E+000     0.000  -6.879E-004     0.000    0.000E+000     0.000  -1.418E-003     0.000    0.000E+000     0.000  -1.809E-007     0.000
+  E4       0.000E+000     0.000  -4.002E+004     0.000    0.000E+000     0.000  -8.344E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -5.053E+004     0.000    0.000E+000     0.000  -1.727E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    2.281E-001     0.000   0.000E+000     0.000    7.896E-008     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.381E-001     0.000   0.000E+000     0.000    8.974E-008     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.294E+001     0.000    0.000E+000     0.000  -1.324E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    1.294E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.324E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -6.660E-005     0.000    0.000E+000     0.000  -5.383E-011     0.000    0.000E+000     0.000   0.000E+000     0.000    6.660E-005     0.000   0.000E+000     0.000    0.000E+000     0.000  -5.383E-011     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.463E+000     0.000    0.000E+000     0.000  -2.802E-003     0.000    0.000E+000     0.000  -1.539E-001     0.000    0.000E+000     0.000  -1.963E-005     0.000
+  E5       0.000E+000     0.000  -4.956E+004     0.000    0.000E+000     0.000  -1.710E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.868E+004     0.000    0.000E+000     0.000  -7.861E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.670E-001     0.000    0.000E+000     0.000  -6.385E-008     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.575E-001     0.000    0.000E+000     0.000  -5.354E-008     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.261E+001     0.000    0.000E+000     0.000  -1.290E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    1.261E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.290E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    4.635E-005     0.000   0.000E+000     0.000    3.746E-011     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -4.635E-005     0.000    3.746E-011     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.574E+000     0.000   0.000E+000     0.000    2.927E-003     0.000   0.000E+000     0.000    1.008E-001     0.000   0.000E+000     0.000    1.286E-005     0.000   0.000E+000     0.000
+  E6       0.000E+000     0.000  -3.205E+004     0.000    0.000E+000     0.000  -8.569E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.380E+004     0.000    0.000E+000     0.000  -1.006E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -6.349E-003     0.000    0.000E+000     0.000  -3.194E-009     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.872E-003     0.000    0.000E+000     0.000  -5.047E-010     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.407E+000     0.000    0.000E+000     0.000  -9.629E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    9.407E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.629E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    1.460E-006     0.000   0.000E+000     0.000    1.180E-012     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.460E-006     0.000    1.180E-012     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    7.372E-001     0.000   0.000E+000     0.000    8.384E-004     0.000   0.000E+000     0.000    9.497E-004     0.000   0.000E+000     0.000    1.211E-007     0.000   0.000E+000     0.000
+  E7       0.000E+000     0.000  -3.329E+004     0.000    0.000E+000     0.000  -1.007E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.097E+004     0.000    0.000E+000     0.000  -8.106E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    3.872E-003     0.000   0.000E+000     0.000    5.047E-010     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.349E-003     0.000   0.000E+000     0.000    3.194E-009     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.179E+000     0.000    0.000E+000     0.000  -9.396E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    9.179E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.396E-006     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.460E-006     0.000    0.000E+000     0.000  -1.180E-012     0.000    0.000E+000     0.000   0.000E+000     0.000    1.460E-006     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.180E-012     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.063E-001     0.000    0.000E+000     0.000  -3.484E-004     0.000    0.000E+000     0.000  -9.497E-004     0.000    0.000E+000     0.000  -1.211E-007     0.000
+  E8       0.000E+000     0.000  -4.056E+004     0.000    0.000E+000     0.000  -8.514E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -5.102E+004     0.000    0.000E+000     0.000  -1.739E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    1.575E-001     0.000   0.000E+000     0.000    5.354E-008     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.670E-001     0.000   0.000E+000     0.000    6.385E-008     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.308E+001     0.000    0.000E+000     0.000  -1.339E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    1.308E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.339E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -4.635E-005     0.000    0.000E+000     0.000  -3.746E-011     0.000    0.000E+000     0.000   0.000E+000     0.000    4.635E-005     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.746E-011     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.271E+000     0.000    0.000E+000     0.000  -2.583E-003     0.000    0.000E+000     0.000  -1.008E-001     0.000    0.000E+000     0.000  -1.286E-005     0.000
+  E9       0.000E+000     0.000  -4.956E+004     0.000    0.000E+000     0.000  -1.710E-003     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.867E+004     0.000    0.000E+000     0.000  -7.859E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    9.005E-010     0.000   0.000E+000     0.000    3.203E-016     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    9.159E-010     0.000   0.000E+000     0.000    3.370E-016     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.260E+001     0.000    0.000E+000     0.000  -1.290E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    1.260E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.290E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.595E-013     0.000    0.000E+000     0.000  -2.097E-019     0.000    0.000E+000     0.000   0.000E+000     0.000    2.595E-013     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.097E-019     0.000    0.000E+000     0.000   0.000E+000     0.000    2.577E+000     0.000   0.000E+000     0.000    2.931E-003     0.000   0.000E+000     0.000    1.629E-012     0.000   0.000E+000     0.000    2.077E-016     0.000   0.000E+000     0.000
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+  E122     1.980E+004     0.000   0.000E+000     0.000    8.220E-004     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.505E+004     0.000   0.000E+000     0.000    1.711E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    3.415E+004     0.000   0.000E+000     0.000    1.498E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    4.178E+004     0.000   0.000E+000     0.000    2.791E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.401E+001     0.000   0.000E+000     0.000    4.401E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.401E+001     0.000    4.401E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.373E+001     0.000    0.000E+000     0.000  -7.450E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    2.373E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -7.450E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.385E+001     0.000    0.000E+000     0.000  -6.899E-002     0.000    0.000E+000     0.000  -2.795E-002     0.000    0.000E+000     0.000  -1.647E-008     0.000
+  E123     3.854E+004     0.000   0.000E+000     0.000    3.426E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    3.087E+004     0.000   0.000E+000     0.000    1.721E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.973E+004     0.000   0.000E+000     0.000    5.570E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.433E+004     0.000   0.000E+000     0.000    4.369E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.653E+001     0.000   0.000E+000     0.000    5.190E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.653E+001     0.000    5.190E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.192E+001     0.000    0.000E+000     0.000  -1.002E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    3.192E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.002E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.863E+002     0.000    0.000E+000     0.000  -4.983E-001     0.000    1.681E-002     0.000   0.000E+000     0.000    1.300E-008     0.000   0.000E+000     0.000
+  E124     2.014E+004     0.000   0.000E+000     0.000    8.363E-004     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.548E+004     0.000   0.000E+000     0.000    1.741E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.419E+004     0.000   0.000E+000     0.000    2.862E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.771E+004     0.000   0.000E+000     0.000    3.459E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.426E+001     0.000   0.000E+000     0.000    4.477E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.426E+001     0.000    4.477E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.497E+001     0.000    0.000E+000     0.000  -1.098E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    3.497E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.098E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -8.731E+001     0.000    0.000E+000     0.000  -1.779E-001     0.000    0.000E+000     0.000  -5.868E-002     0.000    0.000E+000     0.000  -3.458E-008     0.000
+  E125     3.854E+004     0.000   0.000E+000     0.000    3.426E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    3.088E+004     0.000   0.000E+000     0.000    1.721E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.857E+004     0.000   0.000E+000     0.000    5.573E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.198E+004     0.000   0.000E+000     0.000    4.107E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.653E+001     0.000   0.000E+000     0.000    5.190E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.653E+001     0.000    5.190E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.108E+001     0.000    0.000E+000     0.000  -9.760E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    3.108E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -9.760E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.764E+002     0.000    0.000E+000     0.000  -4.717E-001     0.000    0.000E+000     0.000  -2.916E-010     0.000    0.000E+000     0.000  -2.255E-016     0.000
+  E126     2.015E+004     0.000   0.000E+000     0.000    8.365E-004     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.549E+004     0.000   0.000E+000     0.000    1.741E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.008E+004     0.000   0.000E+000     0.000    2.576E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.456E+004     0.000   0.000E+000     0.000    3.336E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.426E+001     0.000   0.000E+000     0.000    4.478E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.426E+001     0.000    4.478E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.270E+001     0.000    0.000E+000     0.000  -1.027E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    3.270E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.027E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -8.432E+001     0.000    0.000E+000     0.000  -1.718E-001     0.000    0.000E+000     0.000  -1.422E-010     0.000    0.000E+000     0.000  -8.378E-017     0.000
+  E127     3.854E+004     0.000   0.000E+000     0.000    3.426E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    3.087E+004     0.000   0.000E+000     0.000    1.721E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.986E+004     0.000   0.000E+000     0.000    5.570E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.461E+004     0.000   0.000E+000     0.000    4.401E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.653E+001     0.000   0.000E+000     0.000    5.190E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.653E+001     0.000    5.190E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.202E+001     0.000    0.000E+000     0.000  -1.005E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    3.202E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.005E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.646E+002     0.000    0.000E+000     0.000  -4.401E-001     0.000    0.000E+000     0.000  -1.681E-002     0.000    0.000E+000     0.000  -1.300E-008     0.000
+  E128     2.014E+004     0.000   0.000E+000     0.000    8.363E-004     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.548E+004     0.000   0.000E+000     0.000    1.741E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.402E+004     0.000   0.000E+000     0.000    2.849E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.762E+004     0.000   0.000E+000     0.000    3.458E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.426E+001     0.000   0.000E+000     0.000    4.477E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.426E+001     0.000    4.477E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -3.489E+001     0.000    0.000E+000     0.000  -1.095E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    3.489E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.095E-004     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -8.028E+001     0.000    0.000E+000     0.000  -1.636E-001     0.000    5.868E-002     0.000   0.000E+000     0.000    3.458E-008     0.000   0.000E+000     0.000
+  E129     3.847E+004     0.000   0.000E+000     0.000    3.426E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    3.074E+004     0.000   0.000E+000     0.000    1.705E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    6.373E+004     0.000   0.000E+000     0.000    5.583E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    5.217E+004     0.000   0.000E+000     0.000    3.011E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.648E+001     0.000   0.000E+000     0.000    5.174E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.648E+001     0.000    5.174E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.760E+001     0.000    0.000E+000     0.000  -8.666E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    2.760E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -8.666E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.379E+002     0.000    0.000E+000     0.000  -3.688E-001     0.000    0.000E+000     0.000  -7.472E-003     0.000    0.000E+000     0.000  -5.779E-009     0.000
+  E130     1.980E+004     0.000   0.000E+000     0.000    8.220E-004     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    2.505E+004     0.000   0.000E+000     0.000    1.711E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    3.400E+004     0.000   0.000E+000     0.000    1.475E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    4.189E+004     0.000   0.000E+000     0.000    2.812E-003     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    1.401E+001     0.000   0.000E+000     0.000    4.401E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -1.401E+001     0.000    4.401E-005     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -2.372E+001     0.000    0.000E+000     0.000  -7.447E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    2.372E+001     0.000   0.000E+000     0.000    0.000E+000     0.000  -7.447E-005     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000  -5.849E+001     0.000    0.000E+000     0.000  -1.192E-001     0.000    2.795E-002     0.000   0.000E+000     0.000    1.647E-008     0.000   0.000E+000     0.000
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.ElemRecord b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.ElemRecord
new file mode 100644
index 00000000..99054082
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.ElemRecord
@@ -0,0 +1,781 @@
+                     PISA3D  Element History Records File
+
+
+  E1 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.005E+004  -3.922E+004  -2.381E-001  -2.281E-001  -1.275E+001   1.275E+001   6.660E-005  -6.660E-005   2.708E-003   2.381E+000   1.963E-005   1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.943E+001   0.000E+000   0.000E+000
+
+
+  E2 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.181E+004  -3.369E+004   6.904E-003   2.299E-003  -9.357E+000   9.357E+000  -1.315E-006   1.315E-006   4.988E-004   4.386E-001   1.809E-007   1.418E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.073E+001   0.000E+000   0.000E+000
+
+
+  E3 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.340E+004  -3.121E+004  -2.299E-003  -6.904E-003  -9.230E+000   9.230E+000   1.315E-006  -1.315E-006  -6.879E-004  -6.049E-001  -1.809E-007  -1.418E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.993E+001   0.000E+000   0.000E+000
+
+
+  E4 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.002E+004  -5.053E+004   2.281E-001   2.381E-001  -1.294E+001   1.294E+001  -6.660E-005   6.660E-005  -2.802E-003  -2.463E+000  -1.963E-005  -1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.094E+001   0.000E+000   0.000E+000
+
+
+  E5 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.956E+004  -3.868E+004  -1.670E-001  -1.575E-001  -1.261E+001   1.261E+001   4.635E-005  -4.635E-005   2.927E-003   2.574E+000   1.286E-005   1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.816E+001   0.000E+000   0.000E+000
+
+
+  E6 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.205E+004  -3.380E+004  -6.349E-003  -3.872E-003  -9.407E+000   9.407E+000   1.460E-006  -1.460E-006   8.384E-004   7.372E-001   1.211E-007   9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.105E+001   0.000E+000   0.000E+000
+
+
+  E7 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.329E+004  -3.097E+004   3.872E-003   6.349E-003  -9.179E+000   9.179E+000  -1.460E-006   1.460E-006  -3.484E-004  -3.063E-001  -1.211E-007  -9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.962E+001   0.000E+000   0.000E+000
+
+
+  E8 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.056E+004  -5.102E+004   1.575E-001   1.670E-001  -1.308E+001   1.308E+001  -4.635E-005   4.635E-005  -2.583E-003  -2.271E+000  -1.286E-005  -1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.224E+001   0.000E+000   0.000E+000
+
+
+  E9 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.956E+004  -3.867E+004   9.005E-010   9.159E-010  -1.260E+001   1.260E+001  -2.595E-013   2.595E-013   2.931E-003   2.577E+000   2.077E-016   1.629E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.814E+001   0.000E+000   0.000E+000
+
+
+  E10 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.205E+004  -3.380E+004   6.123E-011   1.309E-010  -9.408E+000   9.408E+000  -2.745E-014   2.745E-014   8.436E-004   7.418E-001   2.385E-018   1.870E-014   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.105E+001   0.000E+000   0.000E+000
+
+
+  E11 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.328E+004  -3.097E+004   2.205E-010   8.862E-011  -9.179E+000   9.179E+000  -4.415E-014   4.415E-014  -3.432E-004  -3.017E-001   2.006E-016   1.573E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.961E+001   0.000E+000   0.000E+000
+
+
+  E12 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.056E+004  -5.102E+004   1.283E-009   1.296E-009  -1.308E+001   1.308E+001  -3.684E-013   3.684E-013  -2.579E-003  -2.268E+000   1.644E-016   1.289E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.226E+001   0.000E+000   0.000E+000
+
+
+  E13 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.956E+004  -3.868E+004   1.670E-001   1.575E-001  -1.261E+001   1.261E+001  -4.635E-005   4.635E-005   2.927E-003   2.574E+000  -1.286E-005  -1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.816E+001   0.000E+000   0.000E+000
+
+
+  E14 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.205E+004  -3.380E+004   6.349E-003   3.872E-003  -9.407E+000   9.407E+000  -1.460E-006   1.460E-006   8.384E-004   7.372E-001  -1.211E-007  -9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.105E+001   0.000E+000   0.000E+000
+
+
+  E15 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.329E+004  -3.097E+004  -3.872E-003  -6.349E-003  -9.179E+000   9.179E+000   1.460E-006  -1.460E-006  -3.484E-004  -3.063E-001   1.211E-007   9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.962E+001   0.000E+000   0.000E+000
+
+
+  E16 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.056E+004  -5.102E+004  -1.575E-001  -1.670E-001  -1.308E+001   1.308E+001   4.635E-005  -4.635E-005  -2.583E-003  -2.271E+000   1.286E-005   1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.224E+001   0.000E+000   0.000E+000
+
+
+  E17 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.005E+004  -3.922E+004   2.381E-001   2.281E-001  -1.275E+001   1.275E+001  -6.660E-005   6.660E-005   2.708E-003   2.381E+000  -1.963E-005  -1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.943E+001   0.000E+000   0.000E+000
+
+
+  E18 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.181E+004  -3.369E+004  -6.904E-003  -2.299E-003  -9.357E+000   9.357E+000   1.315E-006  -1.315E-006   4.988E-004   4.386E-001  -1.809E-007  -1.418E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.073E+001   0.000E+000   0.000E+000
+
+
+  E19 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.340E+004  -3.121E+004   2.299E-003   6.904E-003  -9.230E+000   9.230E+000  -1.315E-006   1.315E-006  -6.879E-004  -6.049E-001   1.809E-007   1.418E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.993E+001   0.000E+000   0.000E+000
+
+
+  E20 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.002E+004  -5.053E+004  -2.281E-001  -2.381E-001  -1.294E+001   1.294E+001   6.660E-005  -6.660E-005  -2.802E-003  -2.463E+000   1.963E-005   1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.094E+001   0.000E+000   0.000E+000
+
+
+  E21 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.480E+004  -1.906E+004   3.069E-001   2.883E-001  -6.266E+000   6.266E+000  -8.504E-005   8.504E-005  -8.651E-002  -7.607E+001   3.744E-005   2.935E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.774E+001   0.000E+000   0.000E+000
+
+
+  E22 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.602E+004  -1.677E+004  -1.459E-002  -5.830E-003  -4.684E+000   4.684E+000   2.917E-006  -2.917E-006  -6.246E-002  -5.492E+001   3.628E-007   2.845E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   9.409E+000   0.000E+000   0.000E+000
+
+
+  E23 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.636E+004  -1.518E+004   5.830E-003   1.459E-002  -4.505E+000   4.505E+000  -2.917E-006   2.917E-006  -3.999E-002  -3.517E+001  -3.628E-007  -2.845E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.839E+000   0.000E+000   0.000E+000
+
+
+  E24 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.993E+004  -2.505E+004  -2.883E-001  -3.069E-001  -6.426E+000   6.426E+000   8.504E-005  -8.504E-005  -1.594E-002  -1.401E+001  -3.744E-005  -2.935E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.512E+001   0.000E+000   0.000E+000
+
+
+  E25 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.437E+004  -1.846E+004   2.240E-001   2.080E-001  -6.118E+000   6.118E+000  -6.171E-005   6.171E-005  -8.679E-002  -7.631E+001   1.921E-005   1.506E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.716E+001   0.000E+000   0.000E+000
+
+
+  E26 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.639E+004  -1.694E+004   9.459E-003   5.619E-003  -4.761E+000   4.761E+000  -2.154E-006   2.154E-006  -6.289E-002  -5.530E+001   1.873E-007   1.468E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   9.682E+000   0.000E+000   0.000E+000
+
+
+  E27 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.618E+004  -1.481E+004  -5.619E-003  -9.459E-003  -4.428E+000   4.428E+000   2.154E-006  -2.154E-006  -4.043E-002  -3.555E+001  -1.873E-007  -1.468E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.624E+000   0.000E+000   0.000E+000
+
+
+  E28 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.054E+004  -2.548E+004  -2.080E-001  -2.240E-001  -6.574E+000   6.574E+000   6.171E-005  -6.171E-005  -1.621E-002  -1.426E+001  -1.921E-005  -1.506E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.577E+001   0.000E+000   0.000E+000
+
+
+  E29 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.436E+004  -1.845E+004   1.264E-009   1.335E-009  -6.116E+000   6.116E+000  -3.714E-013   3.714E-013  -8.679E-002  -7.631E+001   9.725E-017   7.625E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.715E+001   0.000E+000   0.000E+000
+
+
+  E30 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.639E+004  -1.694E+004  -4.855E-010  -4.415E-010  -4.762E+000   4.762E+000   1.324E-013  -1.324E-013  -6.290E-002  -5.530E+001  -4.933E-017  -3.868E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   9.686E+000   0.000E+000   0.000E+000
+
+
+  E31 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.618E+004  -1.481E+004   1.031E-009   8.636E-010  -4.427E+000   4.427E+000  -2.706E-013   2.706E-013  -4.043E-002  -3.555E+001   1.684E-016   1.320E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.621E+000   0.000E+000   0.000E+000
+
+
+  E32 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.055E+004  -2.549E+004   9.458E-010   1.020E-009  -6.576E+000   6.576E+000  -2.808E-013   2.808E-013  -1.622E-002  -1.426E+001  -1.193E-017  -9.351E-014   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.578E+001   0.000E+000   0.000E+000
+
+
+  E33 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.437E+004  -1.846E+004  -2.240E-001  -2.080E-001  -6.118E+000   6.118E+000   6.171E-005  -6.171E-005  -8.679E-002  -7.631E+001  -1.921E-005  -1.506E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.716E+001   0.000E+000   0.000E+000
+
+
+  E34 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.639E+004  -1.694E+004  -9.459E-003  -5.619E-003  -4.761E+000   4.761E+000   2.154E-006  -2.154E-006  -6.289E-002  -5.530E+001  -1.873E-007  -1.468E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   9.682E+000   0.000E+000   0.000E+000
+
+
+  E35 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.618E+004  -1.481E+004   5.619E-003   9.459E-003  -4.428E+000   4.428E+000  -2.154E-006   2.154E-006  -4.043E-002  -3.555E+001   1.873E-007   1.468E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.624E+000   0.000E+000   0.000E+000
+
+
+  E36 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.054E+004  -2.548E+004   2.080E-001   2.240E-001  -6.574E+000   6.574E+000  -6.171E-005   6.171E-005  -1.621E-002  -1.426E+001   1.921E-005   1.506E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.577E+001   0.000E+000   0.000E+000
+
+
+  E37 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.480E+004  -1.906E+004  -3.069E-001  -2.883E-001  -6.266E+000   6.266E+000   8.504E-005  -8.504E-005  -8.651E-002  -7.607E+001  -3.744E-005  -2.935E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.774E+001   0.000E+000   0.000E+000
+
+
+  E38 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.602E+004  -1.677E+004   1.459E-002   5.830E-003  -4.684E+000   4.684E+000  -2.917E-006   2.917E-006  -6.246E-002  -5.492E+001  -3.628E-007  -2.845E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   9.409E+000   0.000E+000   0.000E+000
+
+
+  E39 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.636E+004  -1.518E+004  -5.830E-003  -1.459E-002  -4.505E+000   4.505E+000   2.917E-006  -2.917E-006  -3.999E-002  -3.517E+001   3.628E-007   2.845E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.839E+000   0.000E+000   0.000E+000
+
+
+  E40 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -1.993E+004  -2.505E+004   2.883E-001   3.069E-001  -6.426E+000   6.426E+000  -8.504E-005   8.504E-005  -1.594E-002  -1.401E+001   3.744E-005   2.935E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.512E+001   0.000E+000   0.000E+000
+
+
+  E41 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -8.572E+004  -6.594E+004   2.735E-001   2.657E-001  -2.528E+001   2.528E+001  -8.987E-005   8.987E-005   3.565E-003   3.657E+000  -1.550E-005  -1.418E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.485E+002   0.000E+000   0.000E+000
+
+
+  E42 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.258E+004  -5.623E+004  -2.329E-002  -9.318E-003  -1.813E+001   1.813E+001   5.434E-006  -5.434E-006   5.918E-004   6.071E-001  -2.211E-007  -2.022E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.302E+001   0.000E+000   0.000E+000
+
+
+  E43 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.583E+004  -5.174E+004   9.318E-003   2.329E-002  -1.793E+001   1.793E+001  -5.434E-006   5.434E-006  -9.856E-004  -1.011E+000   2.211E-007   2.022E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.145E+001   0.000E+000   0.000E+000
+
+
+  E44 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -6.689E+004  -8.617E+004  -2.657E-001  -2.735E-001  -2.551E+001   2.551E+001   8.987E-005  -8.987E-005  -3.782E-003  -3.880E+000   1.550E-005   1.418E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.508E+002   0.000E+000   0.000E+000
+
+
+  E45 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -8.512E+004  -6.525E+004   1.902E-001   1.819E-001  -2.506E+001   2.506E+001  -6.201E-005   6.201E-005   3.797E-003   3.895E+000  -1.056E-005  -9.664E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.462E+002   0.000E+000   0.000E+000
+
+
+  E46 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.291E+004  -5.638E+004  -2.958E-003  -6.819E-005  -1.821E+001   1.821E+001   5.044E-007  -5.044E-007   9.481E-004   9.725E-001  -1.532E-007  -1.402E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.364E+001   0.000E+000   0.000E+000
+
+
+  E47 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.568E+004  -5.141E+004   6.819E-005   2.958E-003  -1.785E+001   1.785E+001  -5.044E-007   5.044E-007  -6.294E-004  -6.456E-001   1.532E-007   1.402E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.083E+001   0.000E+000   0.000E+000
+
+
+  E48 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -6.759E+004  -8.678E+004  -1.819E-001  -1.902E-001  -2.573E+001   2.573E+001   6.201E-005  -6.201E-005  -3.551E-003  -3.642E+000   1.056E-005   9.664E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.532E+002   0.000E+000   0.000E+000
+
+
+  E49 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -8.511E+004  -6.524E+004  -7.255E-010  -7.651E-010  -2.506E+001   2.506E+001   2.484E-013  -2.484E-013   3.799E-003   3.897E+000  -1.219E-016  -1.115E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.462E+002   0.000E+000   0.000E+000
+
+
+  E50 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.291E+004  -5.638E+004   7.519E-011   2.038E-011  -1.822E+001   1.822E+001  -1.593E-014   1.593E-014   9.516E-004   9.762E-001   9.519E-017   8.707E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.365E+001   0.000E+000   0.000E+000
+
+
+  E51 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.568E+004  -5.141E+004  -4.370E-010  -3.668E-010  -1.785E+001   1.785E+001   1.340E-013  -1.340E-013  -6.258E-004  -6.420E-001  -2.841E-017  -2.598E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.083E+001   0.000E+000   0.000E+000
+
+
+  E52 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -6.759E+004  -8.678E+004  -3.737E-010  -4.150E-010  -2.573E+001   2.573E+001   1.314E-013  -1.314E-013  -3.548E-003  -3.640E+000  -4.250E-017  -3.888E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.532E+002   0.000E+000   0.000E+000
+
+
+  E53 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -8.512E+004  -6.525E+004  -1.902E-001  -1.819E-001  -2.506E+001   2.506E+001   6.201E-005  -6.201E-005   3.797E-003   3.895E+000   1.056E-005   9.664E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.462E+002   0.000E+000   0.000E+000
+
+
+  E54 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.291E+004  -5.638E+004   2.958E-003   6.819E-005  -1.821E+001   1.821E+001  -5.044E-007   5.044E-007   9.481E-004   9.725E-001   1.532E-007   1.402E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.364E+001   0.000E+000   0.000E+000
+
+
+  E55 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.568E+004  -5.141E+004  -6.819E-005  -2.958E-003  -1.785E+001   1.785E+001   5.044E-007  -5.044E-007  -6.294E-004  -6.456E-001  -1.532E-007  -1.402E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.083E+001   0.000E+000   0.000E+000
+
+
+  E56 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -6.759E+004  -8.678E+004   1.819E-001   1.902E-001  -2.573E+001   2.573E+001  -6.201E-005   6.201E-005  -3.551E-003  -3.642E+000  -1.056E-005  -9.664E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.532E+002   0.000E+000   0.000E+000
+
+
+  E57 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -8.572E+004  -6.594E+004  -2.735E-001  -2.657E-001  -2.528E+001   2.528E+001   8.987E-005  -8.987E-005   3.565E-003   3.657E+000   1.550E-005   1.418E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.485E+002   0.000E+000   0.000E+000
+
+
+  E58 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.258E+004  -5.623E+004   2.329E-002   9.318E-003  -1.813E+001   1.813E+001  -5.434E-006   5.434E-006   5.918E-004   6.071E-001   2.211E-007   2.022E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.302E+001   0.000E+000   0.000E+000
+
+
+  E59 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -5.583E+004  -5.174E+004  -9.318E-003  -2.329E-002  -1.793E+001   1.793E+001   5.434E-006  -5.434E-006  -9.856E-004  -1.011E+000  -2.211E-007  -2.022E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   7.145E+001   0.000E+000   0.000E+000
+
+
+  E60 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -6.689E+004  -8.617E+004   2.657E-001   2.735E-001  -2.551E+001   2.551E+001  -8.987E-005   8.987E-005  -3.782E-003  -3.880E+000  -1.550E-005  -1.418E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.508E+002   0.000E+000   0.000E+000
+
+
+  E61 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.178E+004  -3.156E+004  -3.349E-001  -3.232E-001  -1.222E+001   1.222E+001   1.097E-004  -1.097E-004  -1.231E-001  -1.263E+002  -3.062E-005  -2.801E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.274E+001   0.000E+000   0.000E+000
+
+
+  E62 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.615E+004  -2.755E+004   4.050E-002   1.731E-002  -8.950E+000   8.950E+000  -9.636E-006   9.636E-006  -8.901E-002  -9.131E+001  -4.595E-007  -4.203E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.183E+001   0.000E+000   0.000E+000
+
+
+  E63 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.701E+004  -2.500E+004  -1.731E-002  -4.050E-002  -8.668E+000   8.668E+000   9.636E-006  -9.636E-006  -5.713E-002  -5.860E+001   4.595E-007   4.203E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.838E+001   0.000E+000   0.000E+000
+
+
+  E64 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.262E+004  -4.189E+004   3.232E-001   3.349E-001  -1.242E+001   1.242E+001  -1.097E-004   1.097E-004  -2.312E-002  -2.372E+001   3.062E-005   2.801E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.597E+001   0.000E+000   0.000E+000
+
+
+  E65 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.124E+004  -3.078E+004  -2.491E-001  -2.344E-001  -1.200E+001   1.200E+001   8.059E-005  -8.059E-005  -1.234E-001  -1.266E+002  -1.609E-005  -1.472E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.169E+001   0.000E+000   0.000E+000
+
+
+  E66 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.664E+004  -2.779E+004   5.371E-003   8.914E-004  -9.071E+000   9.071E+000  -1.044E-006   1.044E-006  -8.946E-002  -9.177E+001  -2.416E-007  -2.210E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.234E+001   0.000E+000   0.000E+000
+
+
+  E67 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.678E+004  -2.450E+004  -8.914E-004  -5.371E-003  -8.547E+000   8.547E+000   1.044E-006  -1.044E-006  -5.759E-002  -5.907E+001   2.416E-007   2.210E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.796E+001   0.000E+000   0.000E+000
+
+
+  E68 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.340E+004  -4.243E+004   2.344E-001   2.491E-001  -1.264E+001   1.264E+001  -8.059E-005   8.059E-005  -2.341E-002  -2.402E+001   1.609E-005   1.472E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.711E+001   0.000E+000   0.000E+000
+
+
+  E69 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.124E+004  -3.077E+004  -1.514E-009  -1.613E-009  -1.200E+001   1.200E+001   5.211E-013  -5.211E-013  -1.234E-001  -1.266E+002  -8.544E-017  -7.815E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.168E+001   0.000E+000   0.000E+000
+
+
+  E70 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.665E+004  -2.779E+004   5.333E-010   4.224E-010  -9.072E+000   9.072E+000  -1.593E-013   1.593E-013  -8.947E-002  -9.178E+001   8.674E-017   7.934E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.235E+001   0.000E+000   0.000E+000
+
+
+  E71 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.678E+004  -2.450E+004  -8.313E-010  -6.662E-010  -8.546E+000   8.546E+000   2.496E-013  -2.496E-013  -5.759E-002  -5.908E+001  -1.366E-017  -1.250E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.796E+001   0.000E+000   0.000E+000
+
+
+  E72 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.341E+004  -4.243E+004  -7.362E-010  -8.103E-010  -1.264E+001   1.264E+001   2.578E-013  -2.578E-013  -2.342E-002  -2.402E+001  -3.469E-017  -3.174E-013   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.712E+001   0.000E+000   0.000E+000
+
+
+  E73 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.124E+004  -3.078E+004   2.491E-001   2.344E-001  -1.200E+001   1.200E+001  -8.059E-005   8.059E-005  -1.234E-001  -1.266E+002   1.609E-005   1.472E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.169E+001   0.000E+000   0.000E+000
+
+
+  E74 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.664E+004  -2.779E+004  -5.371E-003  -8.914E-004  -9.071E+000   9.071E+000   1.044E-006  -1.044E-006  -8.946E-002  -9.177E+001   2.416E-007   2.210E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.234E+001   0.000E+000   0.000E+000
+
+
+  E75 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.678E+004  -2.450E+004   8.914E-004   5.371E-003  -8.547E+000   8.547E+000  -1.044E-006   1.044E-006  -5.759E-002  -5.907E+001  -2.416E-007  -2.210E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.796E+001   0.000E+000   0.000E+000
+
+
+  E76 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.340E+004  -4.243E+004  -2.344E-001  -2.491E-001  -1.264E+001   1.264E+001   8.059E-005  -8.059E-005  -2.341E-002  -2.402E+001  -1.609E-005  -1.472E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.711E+001   0.000E+000   0.000E+000
+
+
+  E77 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -4.178E+004  -3.156E+004   3.349E-001   3.232E-001  -1.222E+001   1.222E+001  -1.097E-004   1.097E-004  -1.231E-001  -1.263E+002   3.062E-005   2.801E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.274E+001   0.000E+000   0.000E+000
+
+
+  E78 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.615E+004  -2.755E+004  -4.050E-002  -1.731E-002  -8.950E+000   8.950E+000   9.636E-006  -9.636E-006  -8.901E-002  -9.131E+001   4.595E-007   4.203E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.183E+001   0.000E+000   0.000E+000
+
+
+  E79 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -2.701E+004  -2.500E+004   1.731E-002   4.050E-002  -8.668E+000   8.668E+000  -9.636E-006   9.636E-006  -5.713E-002  -5.860E+001  -4.595E-007  -4.203E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.838E+001   0.000E+000   0.000E+000
+
+
+  E80 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0    -3.262E+004  -4.189E+004  -3.232E-001  -3.349E-001  -1.242E+001   1.242E+001   1.097E-004  -1.097E-004  -2.312E-002  -2.372E+001  -3.062E-005  -2.801E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.597E+001   0.000E+000   0.000E+000
+
+
+  E81 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.824E+004   3.027E+004   6.344E+004   5.157E+004   1.631E+001  -1.631E+001  -2.738E+001   2.738E+001  -6.444E-002  -2.409E+001  -5.779E-009  -7.472E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.510E+002   0.000E+000   0.000E+000
+
+
+  E82 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.978E+004   2.480E+004   3.415E+004   4.178E+004   1.393E+001  -1.393E+001  -2.373E+001   2.373E+001  -4.312E-002  -2.116E+001   1.647E-008   2.795E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.173E+002   0.000E+000   0.000E+000
+
+
+  E83 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.817E+004   3.013E+004   6.973E+004   6.433E+004   1.626E+001  -1.626E+001  -3.192E+001   3.192E+001  -3.956E-001  -1.479E+002  -1.300E-008  -1.681E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.625E+002   0.000E+000   0.000E+000
+
+
+  E84 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.943E+004   2.437E+004   5.419E+004   5.771E+004   1.369E+001  -1.369E+001  -3.497E+001   3.497E+001  -1.521E-001  -7.462E+001   3.458E-008   5.868E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.182E+002   0.000E+000   0.000E+000
+
+
+  E85 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.817E+004   3.013E+004   6.857E+004   6.198E+004   1.626E+001  -1.626E+001  -3.108E+001   3.108E+001  -3.691E-001  -1.380E+002  -1.886E-016  -2.439E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.420E+002   0.000E+000   0.000E+000
+
+
+  E86 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.943E+004   2.436E+004   5.008E+004   5.456E+004   1.369E+001  -1.369E+001  -3.270E+001   3.270E+001  -1.460E-001  -7.163E+001  -1.440E-016  -2.444E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.952E+002   0.000E+000   0.000E+000
+
+
+  E87 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.817E+004   3.013E+004   6.986E+004   6.461E+004   1.626E+001  -1.626E+001  -3.202E+001   3.202E+001  -3.375E-001  -1.262E+002   1.300E-008   1.681E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.566E+002   0.000E+000   0.000E+000
+
+
+  E88 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.943E+004   2.437E+004   5.402E+004   5.762E+004   1.369E+001  -1.369E+001  -3.489E+001   3.489E+001  -1.377E-001  -6.759E+001  -3.458E-008  -5.868E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.164E+002   0.000E+000   0.000E+000
+
+
+  E89 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.824E+004   3.027E+004   6.373E+004   5.217E+004   1.631E+001  -1.631E+001  -2.760E+001   2.760E+001  -2.662E-001  -9.952E+001   5.779E-009   7.472E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.670E+002   0.000E+000   0.000E+000
+
+
+  E90 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.978E+004   2.480E+004   3.400E+004   4.189E+004   1.393E+001  -1.393E+001  -2.372E+001   2.372E+001  -9.334E-002  -4.580E+001  -1.647E-008  -2.795E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.191E+002   0.000E+000   0.000E+000
+
+
+  E91 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.226E+004   3.842E+004   6.335E+004   5.140E+004   1.921E+001  -1.921E+001  -2.732E+001   2.732E+001  -3.327E-001  -1.244E+002   5.000E-009   6.465E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.015E+002   0.000E+000   0.000E+000
+
+
+  E92 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.261E+004   3.508E+004   3.372E+004   4.124E+004   2.115E+001  -2.115E+001  -2.343E+001   2.343E+001  -1.369E-001  -6.717E+001  -1.451E-008  -2.462E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.563E+002   0.000E+000   0.000E+000
+
+
+  E93 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.221E+004   3.832E+004   6.967E+004   6.421E+004   1.918E+001  -1.918E+001  -3.188E+001   3.188E+001  -8.575E-001  -3.206E+002  -2.689E-009  -3.477E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.016E+002   0.000E+000   0.000E+000
+
+
+  E94 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.240E+004   3.484E+004   5.394E+004   5.742E+004   2.101E+001  -2.101E+001  -3.480E+001   3.480E+001  -3.195E-001  -1.568E+002   6.857E-009   1.164E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.731E+002   0.000E+000   0.000E+000
+
+
+  E95 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.221E+004   3.832E+004   6.857E+004   6.198E+004   1.918E+001  -1.918E+001  -3.108E+001   3.108E+001  -8.337E-001  -3.117E+002  -1.720E-016  -2.224E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.781E+002   0.000E+000   0.000E+000
+
+
+  E96 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.240E+004   3.484E+004   5.008E+004   5.456E+004   2.101E+001  -2.101E+001  -3.270E+001   3.270E+001  -3.146E-001  -1.544E+002  -8.376E-017  -1.421E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.515E+002   0.000E+000   0.000E+000
+
+
+  E97 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.221E+004   3.832E+004   6.992E+004   6.473E+004   1.918E+001  -1.918E+001  -3.206E+001   3.206E+001  -7.993E-001  -2.988E+002   2.689E-009   3.477E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.873E+002   0.000E+000   0.000E+000
+
+
+  E98 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.240E+004   3.484E+004   5.427E+004   5.790E+004   2.101E+001  -2.101E+001  -3.506E+001   3.506E+001  -3.052E-001  -1.497E+002  -6.857E-009  -1.164E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.736E+002   0.000E+000   0.000E+000
+
+
+  E99 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.226E+004   3.842E+004   6.382E+004   5.235E+004   1.921E+001  -1.921E+001  -2.766E+001   2.766E+001  -5.345E-001  -1.998E+002  -5.000E-009  -6.465E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.398E+002   0.000E+000   0.000E+000
+
+
+  E100 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.261E+004   3.508E+004   3.443E+004   4.243E+004   2.115E+001  -2.115E+001  -2.402E+001   2.402E+001  -1.871E-001  -9.181E+001   1.451E-008   2.462E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.648E+002   0.000E+000   0.000E+000
+
+
+  E101 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.157E+004   3.701E+004   6.335E+004   5.140E+004   1.871E+001  -1.871E+001  -2.732E+001   2.732E+001  -3.202E-001  -1.197E+002  -8.624E-018  -1.115E-011   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.940E+002   0.000E+000   0.000E+000
+
+
+  E102 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.008E+004   3.313E+004   3.372E+004   4.124E+004   1.975E+001  -1.975E+001  -2.342E+001   2.342E+001  -1.340E-001  -6.577E+001  -4.419E-018  -7.500E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.477E+002   0.000E+000   0.000E+000
+
+
+  E103 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.157E+004   3.701E+004   6.967E+004   6.421E+004   1.871E+001  -1.871E+001  -3.188E+001   3.188E+001  -8.468E-001  -3.166E+002  -4.550E-017  -5.883E-011   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.925E+002   0.000E+000   0.000E+000
+
+
+  E104 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.008E+004   3.313E+004   5.393E+004   5.742E+004   1.975E+001  -1.975E+001  -3.480E+001   3.480E+001  -3.174E-001  -1.557E+002  -5.937E-017  -1.008E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.652E+002   0.000E+000   0.000E+000
+
+
+  E105 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.157E+004   3.701E+004   6.857E+004   6.198E+004   1.871E+001  -1.871E+001  -3.108E+001   3.108E+001  -8.230E-001  -3.077E+002  -9.654E-017  -1.248E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.692E+002   0.000E+000   0.000E+000
+
+
+  E106 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.008E+004   3.313E+004   5.008E+004   5.456E+004   1.975E+001  -1.975E+001  -3.270E+001   3.270E+001  -3.125E-001  -1.533E+002  -1.116E-016  -1.894E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.436E+002   0.000E+000   0.000E+000
+
+
+  E107 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.157E+004   3.701E+004   6.992E+004   6.473E+004   1.871E+001  -1.871E+001  -3.206E+001   3.206E+001  -7.886E-001  -2.948E+002  -3.138E-017  -4.058E-011   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.785E+002   0.000E+000   0.000E+000
+
+
+  E108 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.008E+004   3.313E+004   5.428E+004   5.791E+004   1.975E+001  -1.975E+001  -3.506E+001   3.506E+001  -3.031E-001  -1.487E+002  -2.318E-017  -3.934E-011   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.658E+002   0.000E+000   0.000E+000
+
+
+  E109 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.157E+004   3.701E+004   6.382E+004   5.235E+004   1.871E+001  -1.871E+001  -2.766E+001   2.766E+001  -5.220E-001  -1.952E+002  -6.961E-017  -9.000E-011   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.314E+002   0.000E+000   0.000E+000
+
+
+  E110 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.008E+004   3.313E+004   3.443E+004   4.243E+004   1.975E+001  -1.975E+001  -2.402E+001   2.402E+001  -1.842E-001  -9.041E+001  -5.397E-017  -9.160E-011   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.561E+002   0.000E+000   0.000E+000
+
+
+  E111 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.238E+004   3.865E+004   6.335E+004   5.140E+004   1.929E+001  -1.929E+001  -2.732E+001   2.732E+001  -3.043E-001  -1.138E+002  -5.000E-009  -6.465E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.992E+002   0.000E+000   0.000E+000
+
+
+  E112 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.257E+004   3.511E+004   3.372E+004   4.124E+004   2.115E+001  -2.115E+001  -2.343E+001   2.343E+001  -1.297E-001  -6.367E+001   1.451E-008   2.462E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.559E+002   0.000E+000   0.000E+000
+
+
+  E113 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.242E+004   3.875E+004   6.967E+004   6.421E+004   1.933E+001  -1.933E+001  -3.188E+001   3.188E+001  -8.291E-001  -3.100E+002   2.689E-009   3.477E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.945E+002   0.000E+000   0.000E+000
+
+
+  E114 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.278E+004   3.535E+004   5.394E+004   5.742E+004   2.129E+001  -2.129E+001  -3.480E+001   3.480E+001  -3.123E-001  -1.533E+002  -6.857E-009  -1.164E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.738E+002   0.000E+000   0.000E+000
+
+
+  E115 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.242E+004   3.875E+004   6.857E+004   6.198E+004   1.933E+001  -1.933E+001  -3.108E+001   3.108E+001  -8.053E-001  -3.011E+002  -2.398E-016  -3.101E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.713E+002   0.000E+000   0.000E+000
+
+
+  E116 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.278E+004   3.535E+004   5.008E+004   5.456E+004   2.129E+001  -2.129E+001  -3.270E+001   3.270E+001  -3.074E-001  -1.509E+002  -1.498E-016  -2.543E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.522E+002   0.000E+000   0.000E+000
+
+
+  E117 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.242E+004   3.875E+004   6.992E+004   6.473E+004   1.933E+001  -1.933E+001  -3.206E+001   3.206E+001  -7.709E-001  -2.882E+002  -2.689E-009  -3.477E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.808E+002   0.000E+000   0.000E+000
+
+
+  E118 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.278E+004   3.535E+004   5.427E+004   5.790E+004   2.129E+001  -2.129E+001  -3.506E+001   3.506E+001  -2.980E-001  -1.462E+002   6.857E-009   1.164E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.744E+002   0.000E+000   0.000E+000
+
+
+  E119 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     4.238E+004   3.865E+004   6.382E+004   5.235E+004   1.929E+001  -1.929E+001  -2.766E+001   2.766E+001  -5.061E-001  -1.892E+002   5.000E-009   6.465E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.353E+002   0.000E+000   0.000E+000
+
+
+  E120 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.257E+004   3.511E+004   3.443E+004   4.243E+004   2.115E+001  -2.115E+001  -2.402E+001   2.402E+001  -1.800E-001  -8.831E+001  -1.451E-008  -2.462E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.642E+002   0.000E+000   0.000E+000
+
+
+  E121 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.847E+004   3.074E+004   6.344E+004   5.157E+004   1.648E+001  -1.648E+001  -2.738E+001   2.738E+001  -1.671E-001  -6.247E+001   5.779E-009   7.472E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.571E+002   0.000E+000   0.000E+000
+
+
+  E122 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.980E+004   2.505E+004   3.415E+004   4.178E+004   1.401E+001  -1.401E+001  -2.373E+001   2.373E+001  -6.899E-002  -3.385E+001  -1.647E-008  -2.795E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.184E+002   0.000E+000   0.000E+000
+
+
+  E123 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.854E+004   3.087E+004   6.973E+004   6.433E+004   1.653E+001  -1.653E+001  -3.192E+001   3.192E+001  -4.983E-001  -1.863E+002   1.300E-008   1.681E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.822E+002   0.000E+000   0.000E+000
+
+
+  E124 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     2.014E+004   2.548E+004   5.419E+004   5.771E+004   1.426E+001  -1.426E+001  -3.497E+001   3.497E+001  -1.779E-001  -8.731E+001  -3.458E-008  -5.868E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.229E+002   0.000E+000   0.000E+000
+
+
+  E125 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.854E+004   3.088E+004   6.857E+004   6.198E+004   1.653E+001  -1.653E+001  -3.108E+001   3.108E+001  -4.717E-001  -1.764E+002  -2.255E-016  -2.916E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.607E+002   0.000E+000   0.000E+000
+
+
+  E126 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     2.015E+004   2.549E+004   5.008E+004   5.456E+004   1.426E+001  -1.426E+001  -3.270E+001   3.270E+001  -1.718E-001  -8.432E+001  -8.378E-017  -1.422E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.998E+002   0.000E+000   0.000E+000
+
+
+  E127 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.854E+004   3.087E+004   6.986E+004   6.461E+004   1.653E+001  -1.653E+001  -3.202E+001   3.202E+001  -4.401E-001  -1.646E+002  -1.300E-008  -1.681E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.741E+002   0.000E+000   0.000E+000
+
+
+  E128 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     2.014E+004   2.548E+004   5.402E+004   5.762E+004   1.426E+001  -1.426E+001  -3.489E+001   3.489E+001  -1.636E-001  -8.028E+001   3.458E-008   5.868E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.209E+002   0.000E+000   0.000E+000
+
+
+  E129 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     3.847E+004   3.074E+004   6.373E+004   5.217E+004   1.648E+001  -1.648E+001  -2.760E+001   2.760E+001  -3.688E-001  -1.379E+002  -5.779E-009  -7.472E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.808E+002   0.000E+000   0.000E+000
+
+
+  E130 : BeamColumn Element
+  Analysis   -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Time/Step  MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+     0.000    0   0   0   0   0   0   0   0     1.980E+004   2.505E+004   3.400E+004   4.189E+004   1.401E+001  -1.401E+001  -2.372E+001   2.372E+001  -1.192E-001  -5.849E+001   1.647E-008   2.795E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.208E+002   0.000E+000   0.000E+000
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Element b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Element
new file mode 100644
index 00000000..71b4eada
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Element
@@ -0,0 +1,138 @@
+                     PISA3D  Element Response File
+
+
+  Element Response at Step:  0           
+
+  BeamColumn Element
+  Elem.  -- -- Plas Hinge Yied Code -- --   BendingMom.  BendingMom.  BendingMom.  BendingMom.  ShearForce   ShearForce   ShearForce   ShearForce     Axial        Axial      Torsional    Torsional          Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Bending Rotations              Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations                Plastic Shear Rotations            Total      Hysteresis    Damping
+  Tag    MzI MzJ MyI MyJ VyI VyJ VzI VzJ     Z_I_Now      Z_J_Now      Y_I_Now      Y_J_Now      Y_I_Now      Y_J_Now      Z_I_Now      Z_J_Now     Exten._Now   Force_Now    Twist_Now    Force_Now     Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Y_I_Now    Y_I_Acc.(+)  Y_I_Acc.(-)    Y_J_Now    Y_J_Acc.(+)  Y_J_Acc.(-)    Z_I_Now    Z_I_Acc.(+)  Z_I_Acc.(-)    Z_J_Now    Z_J_Acc.(+)  Z_J_Acc.(-)   StrainEngy   StrainEngy    Energy
+  E1      0   0   0   0   0   0   0   0    -5.005E+004  -3.922E+004  -2.381E-001  -2.281E-001  -1.275E+001   1.275E+001   6.660E-005  -6.660E-005   2.708E-003   2.381E+000   1.963E-005   1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.943E+001   0.000E+000   0.000E+000
+  E2      0   0   0   0   0   0   0   0    -3.181E+004  -3.369E+004   6.904E-003   2.299E-003  -9.357E+000   9.357E+000  -1.315E-006   1.315E-006   4.988E-004   4.386E-001   1.809E-007   1.418E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.073E+001   0.000E+000   0.000E+000
+  E3      0   0   0   0   0   0   0   0    -3.340E+004  -3.121E+004  -2.299E-003  -6.904E-003  -9.230E+000   9.230E+000   1.315E-006  -1.315E-006  -6.879E-004  -6.049E-001  -1.809E-007  -1.418E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.993E+001   0.000E+000   0.000E+000
+  E4      0   0   0   0   0   0   0   0    -4.002E+004  -5.053E+004   2.281E-001   2.381E-001  -1.294E+001   1.294E+001  -6.660E-005   6.660E-005  -2.802E-003  -2.463E+000  -1.963E-005  -1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.094E+001   0.000E+000   0.000E+000
+  E5      0   0   0   0   0   0   0   0    -4.956E+004  -3.868E+004  -1.670E-001  -1.575E-001  -1.261E+001   1.261E+001   4.635E-005  -4.635E-005   2.927E-003   2.574E+000   1.286E-005   1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.816E+001   0.000E+000   0.000E+000
+  E6      0   0   0   0   0   0   0   0    -3.205E+004  -3.380E+004  -6.349E-003  -3.872E-003  -9.407E+000   9.407E+000   1.460E-006  -1.460E-006   8.384E-004   7.372E-001   1.211E-007   9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.105E+001   0.000E+000   0.000E+000
+  E7      0   0   0   0   0   0   0   0    -3.329E+004  -3.097E+004   3.872E-003   6.349E-003  -9.179E+000   9.179E+000  -1.460E-006   1.460E-006  -3.484E-004  -3.063E-001  -1.211E-007  -9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.962E+001   0.000E+000   0.000E+000
+  E8      0   0   0   0   0   0   0   0    -4.056E+004  -5.102E+004   1.575E-001   1.670E-001  -1.308E+001   1.308E+001  -4.635E-005   4.635E-005  -2.583E-003  -2.271E+000  -1.286E-005  -1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.224E+001   0.000E+000   0.000E+000
+  E9      0   0   0   0   0   0   0   0    -4.956E+004  -3.867E+004   9.005E-010   9.159E-010  -1.260E+001   1.260E+001  -2.595E-013   2.595E-013   2.931E-003   2.577E+000   2.077E-016   1.629E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.814E+001   0.000E+000   0.000E+000
+  E10     0   0   0   0   0   0   0   0    -3.205E+004  -3.380E+004   6.123E-011   1.309E-010  -9.408E+000   9.408E+000  -2.745E-014   2.745E-014   8.436E-004   7.418E-001   2.385E-018   1.870E-014   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.105E+001   0.000E+000   0.000E+000
+  E11     0   0   0   0   0   0   0   0    -3.328E+004  -3.097E+004   2.205E-010   8.862E-011  -9.179E+000   9.179E+000  -4.415E-014   4.415E-014  -3.432E-004  -3.017E-001   2.006E-016   1.573E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.961E+001   0.000E+000   0.000E+000
+  E12     0   0   0   0   0   0   0   0    -4.056E+004  -5.102E+004   1.283E-009   1.296E-009  -1.308E+001   1.308E+001  -3.684E-013   3.684E-013  -2.579E-003  -2.268E+000   1.644E-016   1.289E-012   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.226E+001   0.000E+000   0.000E+000
+  E13     0   0   0   0   0   0   0   0    -4.956E+004  -3.868E+004   1.670E-001   1.575E-001  -1.261E+001   1.261E+001  -4.635E-005   4.635E-005   2.927E-003   2.574E+000  -1.286E-005  -1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.816E+001   0.000E+000   0.000E+000
+  E14     0   0   0   0   0   0   0   0    -3.205E+004  -3.380E+004   6.349E-003   3.872E-003  -9.407E+000   9.407E+000  -1.460E-006   1.460E-006   8.384E-004   7.372E-001  -1.211E-007  -9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.105E+001   0.000E+000   0.000E+000
+  E15     0   0   0   0   0   0   0   0    -3.329E+004  -3.097E+004  -3.872E-003  -6.349E-003  -9.179E+000   9.179E+000   1.460E-006  -1.460E-006  -3.484E-004  -3.063E-001   1.211E-007   9.497E-004   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.962E+001   0.000E+000   0.000E+000
+  E16     0   0   0   0   0   0   0   0    -4.056E+004  -5.102E+004  -1.575E-001  -1.670E-001  -1.308E+001   1.308E+001   4.635E-005  -4.635E-005  -2.583E-003  -2.271E+000   1.286E-005   1.008E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   6.224E+001   0.000E+000   0.000E+000
+  E17     0   0   0   0   0   0   0   0    -5.005E+004  -3.922E+004   2.381E-001   2.281E-001  -1.275E+001   1.275E+001  -6.660E-005   6.660E-005   2.708E-003   2.381E+000  -1.963E-005  -1.539E-001   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.943E+001   0.000E+000   0.000E+000
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+  E116    0   0   0   0   0   0   0   0     3.278E+004   3.535E+004   5.008E+004   5.456E+004   2.129E+001  -2.129E+001  -3.270E+001   3.270E+001  -3.074E-001  -1.509E+002  -1.498E-016  -2.543E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.522E+002   0.000E+000   0.000E+000
+  E117    0   0   0   0   0   0   0   0     4.242E+004   3.875E+004   6.992E+004   6.473E+004   1.933E+001  -1.933E+001  -3.206E+001   3.206E+001  -7.709E-001  -2.882E+002  -2.689E-009  -3.477E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   5.808E+002   0.000E+000   0.000E+000
+  E118    0   0   0   0   0   0   0   0     3.278E+004   3.535E+004   5.427E+004   5.790E+004   2.129E+001  -2.129E+001  -3.506E+001   3.506E+001  -2.980E-001  -1.462E+002   6.857E-009   1.164E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.744E+002   0.000E+000   0.000E+000
+  E119    0   0   0   0   0   0   0   0     4.238E+004   3.865E+004   6.382E+004   5.235E+004   1.929E+001  -1.929E+001  -2.766E+001   2.766E+001  -5.061E-001  -1.892E+002   5.000E-009   6.465E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.353E+002   0.000E+000   0.000E+000
+  E120    0   0   0   0   0   0   0   0     3.257E+004   3.511E+004   3.443E+004   4.243E+004   2.115E+001  -2.115E+001  -2.402E+001   2.402E+001  -1.800E-001  -8.831E+001  -1.451E-008  -2.462E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.642E+002   0.000E+000   0.000E+000
+  E121    0   0   0   0   0   0   0   0     3.847E+004   3.074E+004   6.344E+004   5.157E+004   1.648E+001  -1.648E+001  -2.738E+001   2.738E+001  -1.671E-001  -6.247E+001   5.779E-009   7.472E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.571E+002   0.000E+000   0.000E+000
+  E122    0   0   0   0   0   0   0   0     1.980E+004   2.505E+004   3.415E+004   4.178E+004   1.401E+001  -1.401E+001  -2.373E+001   2.373E+001  -6.899E-002  -3.385E+001  -1.647E-008  -2.795E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.184E+002   0.000E+000   0.000E+000
+  E123    0   0   0   0   0   0   0   0     3.854E+004   3.087E+004   6.973E+004   6.433E+004   1.653E+001  -1.653E+001  -3.192E+001   3.192E+001  -4.983E-001  -1.863E+002   1.300E-008   1.681E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.822E+002   0.000E+000   0.000E+000
+  E124    0   0   0   0   0   0   0   0     2.014E+004   2.548E+004   5.419E+004   5.771E+004   1.426E+001  -1.426E+001  -3.497E+001   3.497E+001  -1.779E-001  -8.731E+001  -3.458E-008  -5.868E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.229E+002   0.000E+000   0.000E+000
+  E125    0   0   0   0   0   0   0   0     3.854E+004   3.088E+004   6.857E+004   6.198E+004   1.653E+001  -1.653E+001  -3.108E+001   3.108E+001  -4.717E-001  -1.764E+002  -2.255E-016  -2.916E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.607E+002   0.000E+000   0.000E+000
+  E126    0   0   0   0   0   0   0   0     2.015E+004   2.549E+004   5.008E+004   5.456E+004   1.426E+001  -1.426E+001  -3.270E+001   3.270E+001  -1.718E-001  -8.432E+001  -8.378E-017  -1.422E-010   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.998E+002   0.000E+000   0.000E+000
+  E127    0   0   0   0   0   0   0   0     3.854E+004   3.087E+004   6.986E+004   6.461E+004   1.653E+001  -1.653E+001  -3.202E+001   3.202E+001  -4.401E-001  -1.646E+002  -1.300E-008  -1.681E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   4.741E+002   0.000E+000   0.000E+000
+  E128    0   0   0   0   0   0   0   0     2.014E+004   2.548E+004   5.402E+004   5.762E+004   1.426E+001  -1.426E+001  -3.489E+001   3.489E+001  -1.636E-001  -8.028E+001   3.458E-008   5.868E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   2.209E+002   0.000E+000   0.000E+000
+  E129    0   0   0   0   0   0   0   0     3.847E+004   3.074E+004   6.373E+004   5.217E+004   1.648E+001  -1.648E+001  -2.760E+001   2.760E+001  -3.688E-001  -1.379E+002  -5.779E-009  -7.472E-003   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   3.808E+002   0.000E+000   0.000E+000
+  E130    0   0   0   0   0   0   0   0     1.980E+004   2.505E+004   3.400E+004   4.189E+004   1.401E+001  -1.401E+001  -2.372E+001   2.372E+001  -1.192E-001  -5.849E+001   1.647E-008   2.795E-002   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   0.000E+000  0.000E+000    0.000E+000   1.208E+002   0.000E+000   0.000E+000
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Energy b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Energy
new file mode 100644
index 00000000..38abcb73
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.Energy
@@ -0,0 +1,6 @@
+                     PISA3D  Energy Distribution File
+
+
+  Analysis     Unbalanced     Input       Kinetic     Damping     Strain  
+  Time/Step   Energy_Ratio    Energy      Energy      Energy      Energy   
+         0        0.00%     2.103E+004  0.000E+000  0.000E+000  2.103E+004
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeAbsDisp b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeAbsDisp
new file mode 100644
index 00000000..ef3873ab
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeAbsDisp
@@ -0,0 +1,81 @@
+                     PISA3D  Nodal Absolute Displacement File
+
+
+  Nodal Absolute Displacement at Step:  0           
+
+  Tag         UX           UY           UZ           RX           RY           RZ
+  N1      0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N2      0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N3      0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N4      0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N5      0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N6      1.461E+001  -6.444E-002   2.381E+001   2.639E-003  -5.779E-009  -1.774E-003
+  N7      1.461E+001  -3.956E-001   2.381E+001   1.200E-003  -1.300E-008  -1.789E-003
+  N8      1.461E+001  -3.691E-001   2.382E+001   1.466E-003  -1.886E-016  -1.789E-003
+  N9      1.461E+001  -3.375E-001   2.381E+001   1.169E-003   1.300E-008  -1.789E-003
+  N10     1.461E+001  -2.662E-001   2.381E+001   2.571E-003   5.779E-009  -1.774E-003
+  N11     2.309E+001  -1.076E-001   3.729E+001   1.347E-003   1.069E-008  -9.222E-004
+  N12     2.309E+001  -5.477E-001   3.717E+001   6.036E-004   2.158E-008  -9.529E-004
+  N13     2.309E+001  -5.151E-001   3.708E+001   7.060E-004  -3.327E-016  -9.533E-004
+  N14     2.309E+001  -4.752E-001   3.702E+001   5.596E-004  -2.158E-008  -9.529E-004
+  N15     2.309E+001  -3.595E-001   3.700E+001   1.234E-003  -1.069E-008  -9.222E-004
+  N16     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N17     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N18     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N19     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N20     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N21     1.461E+001  -3.327E-001   2.381E+001   2.659E-003   5.000E-009  -8.545E-004
+  N22     1.461E+001  -8.575E-001   2.381E+001   1.213E-003  -2.689E-009  -8.650E-004
+  N23     1.461E+001  -8.337E-001   2.382E+001   1.466E-003  -1.720E-016  -8.652E-004
+  N24     1.461E+001  -7.993E-001   2.381E+001   1.156E-003   2.689E-009  -8.650E-004
+  N25     1.461E+001  -5.345E-001   2.381E+001   2.552E-003  -5.000E-009  -8.545E-004
+  N26     2.300E+001  -4.696E-001   3.729E+001   1.384E-003  -9.506E-009  -4.349E-004
+  N27     2.300E+001  -1.177E+000   3.717E+001   6.228E-004   4.168E-009  -4.509E-004
+  N28     2.300E+001  -1.148E+000   3.708E+001   7.060E-004  -2.557E-016  -4.512E-004
+  N29     2.300E+001  -1.104E+000   3.702E+001   5.403E-004  -4.168E-009  -4.509E-004
+  N30     2.300E+001  -7.215E-001   3.700E+001   1.197E-003   9.506E-009  -4.349E-004
+  N31     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N32     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N33     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N34     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N35     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N36     1.461E+001  -3.202E-001   2.381E+001   2.659E-003  -8.624E-018  -1.014E-003
+  N37     1.461E+001  -8.468E-001   2.381E+001   1.213E-003  -4.550E-017  -1.014E-003
+  N38     1.461E+001  -8.230E-001   2.382E+001   1.466E-003  -9.654E-017  -1.014E-003
+  N39     1.461E+001  -7.886E-001   2.381E+001   1.156E-003  -3.138E-017  -1.014E-003
+  N40     1.461E+001  -5.220E-001   2.381E+001   2.552E-003  -6.961E-017  -1.014E-003
+  N41     2.294E+001  -4.542E-001   3.729E+001   1.384E-003  -1.304E-017  -4.980E-004
+  N42     2.294E+001  -1.164E+000   3.717E+001   6.230E-004  -1.049E-016  -4.980E-004
+  N43     2.294E+001  -1.136E+000   3.708E+001   7.060E-004  -2.081E-016  -4.980E-004
+  N44     2.294E+001  -1.092E+000   3.702E+001   5.402E-004  -5.456E-017  -4.980E-004
+  N45     2.294E+001  -7.062E-001   3.700E+001   1.196E-003  -1.236E-016  -4.980E-004
+  N46     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N47     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N48     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N49     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N50     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N51     1.461E+001  -3.043E-001   2.381E+001   2.659E-003  -5.000E-009  -8.281E-004
+  N52     1.461E+001  -8.291E-001   2.381E+001   1.213E-003   2.689E-009  -8.175E-004
+  N53     1.461E+001  -8.053E-001   2.382E+001   1.466E-003  -2.398E-016  -8.174E-004
+  N54     1.461E+001  -7.709E-001   2.381E+001   1.156E-003  -2.689E-009  -8.175E-004
+  N55     1.461E+001  -5.061E-001   2.381E+001   2.552E-003   5.000E-009  -8.281E-004
+  N56     2.290E+001  -4.341E-001   3.729E+001   1.384E-003   9.506E-009  -3.976E-004
+  N57     2.290E+001  -1.141E+000   3.717E+001   6.228E-004  -4.168E-009  -3.815E-004
+  N58     2.290E+001  -1.113E+000   3.708E+001   7.060E-004  -3.896E-016  -3.813E-004
+  N59     2.290E+001  -1.069E+000   3.702E+001   5.403E-004   4.168E-009  -3.815E-004
+  N60     2.290E+001  -6.860E-001   3.700E+001   1.197E-003  -9.506E-009  -3.976E-004
+  N61     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N62     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N63     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N64     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N65     0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+  N66     1.461E+001  -1.671E-001   2.381E+001   2.639E-003   5.779E-009  -1.721E-003
+  N67     1.461E+001  -4.983E-001   2.381E+001   1.200E-003   1.300E-008  -1.705E-003
+  N68     1.461E+001  -4.717E-001   2.382E+001   1.466E-003  -2.255E-016  -1.705E-003
+  N69     1.461E+001  -4.401E-001   2.381E+001   1.169E-003  -1.300E-008  -1.705E-003
+  N70     1.461E+001  -3.688E-001   2.381E+001   2.571E-003  -5.779E-009  -1.721E-003
+  N71     2.288E+001  -2.361E-001   3.729E+001   1.347E-003  -1.069E-008  -8.315E-004
+  N72     2.288E+001  -6.762E-001   3.717E+001   6.036E-004  -2.158E-008  -8.009E-004
+  N73     2.288E+001  -6.436E-001   3.708E+001   7.060E-004  -3.093E-016  -8.004E-004
+  N74     2.288E+001  -6.037E-001   3.702E+001   5.596E-004   2.158E-008  -8.009E-004
+  N75     2.288E+001  -4.880E-001   3.700E+001   1.234E-003   1.069E-008  -8.315E-004
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeDisRecord b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeDisRecord
new file mode 100644
index 00000000..39452828
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeDisRecord
@@ -0,0 +1,301 @@
+                     PISA3D  Nodal Displacement History Records File
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N1       0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N2       0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N3       0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N4       0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N5       0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N6       0        1.461E+001  -6.444E-002   2.381E+001   2.639E-003  -5.779E-009  -1.774E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N7       0        1.461E+001  -3.956E-001   2.381E+001   1.200E-003  -1.300E-008  -1.789E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N8       0        1.461E+001  -3.691E-001   2.382E+001   1.466E-003  -1.886E-016  -1.789E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N9       0        1.461E+001  -3.375E-001   2.381E+001   1.169E-003   1.300E-008  -1.789E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N10      0        1.461E+001  -2.662E-001   2.381E+001   2.571E-003   5.779E-009  -1.774E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N11      0        2.309E+001  -1.076E-001   3.729E+001   1.347E-003   1.069E-008  -9.222E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N12      0        2.309E+001  -5.477E-001   3.717E+001   6.036E-004   2.158E-008  -9.529E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N13      0        2.309E+001  -5.151E-001   3.708E+001   7.060E-004  -3.327E-016  -9.533E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N14      0        2.309E+001  -4.752E-001   3.702E+001   5.596E-004  -2.158E-008  -9.529E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N15      0        2.309E+001  -3.595E-001   3.700E+001   1.234E-003  -1.069E-008  -9.222E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N16      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N17      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N18      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N19      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N20      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N21      0        1.461E+001  -3.327E-001   2.381E+001   2.659E-003   5.000E-009  -8.545E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N22      0        1.461E+001  -8.575E-001   2.381E+001   1.213E-003  -2.689E-009  -8.650E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N23      0        1.461E+001  -8.337E-001   2.382E+001   1.466E-003  -1.720E-016  -8.652E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N24      0        1.461E+001  -7.993E-001   2.381E+001   1.156E-003   2.689E-009  -8.650E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N25      0        1.461E+001  -5.345E-001   2.381E+001   2.552E-003  -5.000E-009  -8.545E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N26      0        2.300E+001  -4.696E-001   3.729E+001   1.384E-003  -9.506E-009  -4.349E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N27      0        2.300E+001  -1.177E+000   3.717E+001   6.228E-004   4.168E-009  -4.509E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N28      0        2.300E+001  -1.148E+000   3.708E+001   7.060E-004  -2.557E-016  -4.512E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N29      0        2.300E+001  -1.104E+000   3.702E+001   5.403E-004  -4.168E-009  -4.509E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N30      0        2.300E+001  -7.215E-001   3.700E+001   1.197E-003   9.506E-009  -4.349E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N31      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N32      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N33      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N34      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N35      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N36      0        1.461E+001  -3.202E-001   2.381E+001   2.659E-003  -8.624E-018  -1.014E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N37      0        1.461E+001  -8.468E-001   2.381E+001   1.213E-003  -4.550E-017  -1.014E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N38      0        1.461E+001  -8.230E-001   2.382E+001   1.466E-003  -9.654E-017  -1.014E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N39      0        1.461E+001  -7.886E-001   2.381E+001   1.156E-003  -3.138E-017  -1.014E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N40      0        1.461E+001  -5.220E-001   2.381E+001   2.552E-003  -6.961E-017  -1.014E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N41      0        2.294E+001  -4.542E-001   3.729E+001   1.384E-003  -1.304E-017  -4.980E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N42      0        2.294E+001  -1.164E+000   3.717E+001   6.230E-004  -1.049E-016  -4.980E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N43      0        2.294E+001  -1.136E+000   3.708E+001   7.060E-004  -2.081E-016  -4.980E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N44      0        2.294E+001  -1.092E+000   3.702E+001   5.402E-004  -5.456E-017  -4.980E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N45      0        2.294E+001  -7.062E-001   3.700E+001   1.196E-003  -1.236E-016  -4.980E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N46      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N47      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N48      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N49      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N50      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N51      0        1.461E+001  -3.043E-001   2.381E+001   2.659E-003  -5.000E-009  -8.281E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N52      0        1.461E+001  -8.291E-001   2.381E+001   1.213E-003   2.689E-009  -8.175E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N53      0        1.461E+001  -8.053E-001   2.382E+001   1.466E-003  -2.398E-016  -8.174E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N54      0        1.461E+001  -7.709E-001   2.381E+001   1.156E-003  -2.689E-009  -8.175E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N55      0        1.461E+001  -5.061E-001   2.381E+001   2.552E-003   5.000E-009  -8.281E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N56      0        2.290E+001  -4.341E-001   3.729E+001   1.384E-003   9.506E-009  -3.976E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N57      0        2.290E+001  -1.141E+000   3.717E+001   6.228E-004  -4.168E-009  -3.815E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N58      0        2.290E+001  -1.113E+000   3.708E+001   7.060E-004  -3.896E-016  -3.813E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N59      0        2.290E+001  -1.069E+000   3.702E+001   5.403E-004   4.168E-009  -3.815E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N60      0        2.290E+001  -6.860E-001   3.700E+001   1.197E-003  -9.506E-009  -3.976E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N61      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N62      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N63      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N64      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N65      0        0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000   0.000E+000
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N66      0        1.461E+001  -1.671E-001   2.381E+001   2.639E-003   5.779E-009  -1.721E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N67      0        1.461E+001  -4.983E-001   2.381E+001   1.200E-003   1.300E-008  -1.705E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N68      0        1.461E+001  -4.717E-001   2.382E+001   1.466E-003  -2.255E-016  -1.705E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N69      0        1.461E+001  -4.401E-001   2.381E+001   1.169E-003  -1.300E-008  -1.705E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N70      0        1.461E+001  -3.688E-001   2.381E+001   2.571E-003  -5.779E-009  -1.721E-003
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N71      0        2.288E+001  -2.361E-001   3.729E+001   1.347E-003  -1.069E-008  -8.315E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N72      0        2.288E+001  -6.762E-001   3.717E+001   6.036E-004  -2.158E-008  -8.009E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N73      0        2.288E+001  -6.436E-001   3.708E+001   7.060E-004  -3.093E-016  -8.004E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N74      0        2.288E+001  -6.037E-001   3.702E+001   5.596E-004   2.158E-008  -8.009E-004
+
+
+  Tag   Time/Step       UX           UY           UZ           RX           RY           RZ
+  N75      0        2.288E+001  -4.880E-001   3.700E+001   1.234E-003   1.069E-008  -8.315E-004
diff --git a/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeEnvelope b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeEnvelope
new file mode 100644
index 00000000..a6448896
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/STRUCTURE.NodeEnvelope
@@ -0,0 +1,82 @@
+                     PISA3D  Nodal Envelopes File
+
+
+  Step:  0           
+
+  Node  ------------- UX Displacement -------------    ------------- UY Displacement -------------    ------------- UZ Displacement -------------    ------------- RX Displacement -------------    ------------- RY Displacement -------------    ------------- RZ Displacement -------------
+  Tag    Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time      Positive      Time     Negative      Time
+  N1    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000
+  N2    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000
+  N3    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000    0.000E+000     0.000   0.000E+000     0.000
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+Mass  N73 0.0078964 0.0078964 0.0078964 2.23521e+06 5.23042e+06 3.01454e+06 
+Mass  N74 0.0078964 0.0078964 0.0078964 2.23521e+06 5.23042e+06 3.01454e+06 
+Mass  N75 0.0040421 0.0040421 0.0040421 1.12176e+06 2.63224e+06 1.52846e+06 
+LoadPattern  NodalLoad  DL N1 0 -39.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N1 0 -39.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N2 0 -77.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N2 0 -77.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N3 0 -77.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N3 0 -77.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N4 0 -77.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N4 0 -77.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N5 0 -39.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N5 0 -39.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N6 0 -40.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N6 0 -40.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N7 0 -78.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N7 0 -78.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N8 0 -78.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N8 0 -78.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N9 0 -78.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N9 0 -78.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N10 0 -40.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N10 0 -40.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N11 90 -39.65 150 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N11 90 -39.65 150 0 0 0 
+LoadPattern  NodalLoad  DL N12 90 -77.46 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N12 90 -77.46 0 0 0 0 
+LoadPattern  NodalLoad  DL N13 90 -77.46 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N13 90 -77.46 0 0 0 0 
+LoadPattern  NodalLoad  DL N14 90 -77.46 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N14 90 -77.46 0 0 0 0 
+LoadPattern  NodalLoad  DL N15 90 -39.65 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N15 90 -39.65 0 0 0 0 
+LoadPattern  NodalLoad  DL N16 0 -77.9 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N16 0 -77.9 0 0 0 0 
+LoadPattern  NodalLoad  DL N17 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N17 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N18 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N18 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N19 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N19 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N20 0 -77.9 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N20 0 -77.9 0 0 0 0 
+LoadPattern  NodalLoad  DL N21 0 -78.89 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N21 0 -78.89 0 0 0 0 
+LoadPattern  NodalLoad  DL N22 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N22 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N23 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N23 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N24 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N24 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N25 0 -78.89 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N25 0 -78.89 0 0 0 0 
+LoadPattern  NodalLoad  DL N26 0 -77.59 150 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N26 0 -77.59 150 0 0 0 
+LoadPattern  NodalLoad  DL N27 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N27 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N28 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N28 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N29 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N29 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N30 0 -77.59 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N30 0 -77.59 0 0 0 0 
+LoadPattern  NodalLoad  DL N31 0 -77.9 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N31 0 -77.9 0 0 0 0 
+LoadPattern  NodalLoad  DL N32 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N32 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N33 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N33 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N34 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N34 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N35 0 -77.9 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N35 0 -77.9 0 0 0 0 
+LoadPattern  NodalLoad  DL N36 0 -78.89 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N36 0 -78.89 0 0 0 0 
+LoadPattern  NodalLoad  DL N37 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N37 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N38 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N38 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N39 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N39 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N40 0 -78.89 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N40 0 -78.89 0 0 0 0 
+LoadPattern  NodalLoad  DL N41 0 -77.59 150 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N41 0 -77.59 150 0 0 0 
+LoadPattern  NodalLoad  DL N42 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N42 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N43 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N43 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N44 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N44 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N45 0 -77.59 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N45 0 -77.59 0 0 0 0 
+LoadPattern  NodalLoad  DL N46 0 -77.9 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N46 0 -77.9 0 0 0 0 
+LoadPattern  NodalLoad  DL N47 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N47 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N48 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N48 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N49 0 -152.79 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N49 0 -152.79 0 0 0 0 
+LoadPattern  NodalLoad  DL N50 0 -77.9 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N50 0 -77.9 0 0 0 0 
+LoadPattern  NodalLoad  DL N51 0 -78.89 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N51 0 -78.89 0 0 0 0 
+LoadPattern  NodalLoad  DL N52 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N52 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N53 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N53 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N54 0 -153.78 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N54 0 -153.78 0 0 0 0 
+LoadPattern  NodalLoad  DL N55 0 -78.89 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N55 0 -78.89 0 0 0 0 
+LoadPattern  NodalLoad  DL N56 0 -77.59 150 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N56 0 -77.59 150 0 0 0 
+LoadPattern  NodalLoad  DL N57 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N57 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N58 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N58 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N59 0 -152.48 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N59 0 -152.48 0 0 0 0 
+LoadPattern  NodalLoad  DL N60 0 -77.59 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N60 0 -77.59 0 0 0 0 
+LoadPattern  NodalLoad  DL N61 0 -39.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N61 0 -39.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N62 0 -77.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N62 0 -77.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N63 0 -77.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N63 0 -77.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N64 0 -77.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N64 0 -77.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N65 0 -39.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N65 0 -39.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N66 0 -40.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N66 0 -40.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N67 0 -78.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N67 0 -78.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N68 0 -78.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N68 0 -78.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N69 0 -78.77 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N69 0 -78.77 0 0 0 0 
+LoadPattern  NodalLoad  DL N70 0 -40.96 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N70 0 -40.96 0 0 0 0 
+LoadPattern  NodalLoad  DL N71 0 -39.65 150 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N71 0 -39.65 150 0 0 0 
+LoadPattern  NodalLoad  DL N72 0 -77.46 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N72 0 -77.46 0 0 0 0 
+LoadPattern  NodalLoad  DL N73 0 -77.46 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N73 0 -77.46 0 0 0 0 
+LoadPattern  NodalLoad  DL N74 0 -77.46 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N74 0 -77.46 0 0 0 0 
+LoadPattern  NodalLoad  DL N75 0 -39.65 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N75 0 -39.65 0 0 0 0 
+Element  BeamColumn   E1 N6 N21 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E2 N21 N36 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E3 N36 N51 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E4 N51 N66 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E5 N7 N22 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E6 N22 N37 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E7 N37 N52 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E8 N52 N67 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E9 N8 N23 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E10 N23 N38 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E11 N38 N53 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E12 N53 N68 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E13 N9 N24 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E14 N24 N39 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E15 N39 N54 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E16 N54 N69 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E17 N10 N25 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E18 N25 N40 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E19 N40 N55 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E20 N55 N70 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E21 N11 N26 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E22 N26 N41 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E23 N41 N56 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E24 N56 N71 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E25 N12 N27 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E26 N27 N42 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E27 N42 N57 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E28 N57 N72 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E29 N13 N28 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E30 N28 N43 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E31 N43 N58 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E32 N58 N73 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E33 N14 N29 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E34 N29 N44 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E35 N44 N59 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E36 N59 N74 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E37 N15 N30 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E38 N30 N45 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E39 N45 N60 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E40 N60 N75 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E41 N6 N7 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E42 N7 N8 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E43 N8 N9 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E44 N9 N10 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E45 N21 N22 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E46 N22 N23 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E47 N23 N24 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E48 N24 N25 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E49 N36 N37 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E50 N37 N38 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E51 N38 N39 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E52 N39 N40 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E53 N51 N52 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E54 N52 N53 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E55 N53 N54 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E56 N54 N55 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E57 N66 N67 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E58 N67 N68 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E59 N68 N69 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E60 N69 N70 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E61 N11 N12 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E62 N12 N13 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E63 N13 N14 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E64 N14 N15 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E65 N26 N27 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E66 N27 N28 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E67 N28 N29 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E68 N29 N30 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E69 N41 N42 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E70 N42 N43 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E71 N43 N44 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E72 N44 N45 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E73 N56 N57 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E74 N57 N58 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E75 N58 N59 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E76 N59 N60 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E77 N71 N72 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E78 N72 N73 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E79 N73 N74 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E80 N74 N75 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E81 N1 N6 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E82 N6 N11 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E83 N2 N7 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E84 N7 N12 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E85 N3 N8 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E86 N8 N13 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E87 N4 N9 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E88 N9 N14 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E89 N5 N10 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E90 N10 N15 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E91 N16 N21 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E92 N21 N26 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E93 N17 N22 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E94 N22 N27 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E95 N18 N23 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E96 N23 N28 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E97 N19 N24 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E98 N24 N29 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E99 N20 N25 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E100 N25 N30 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E101 N31 N36 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E102 N36 N41 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E103 N32 N37 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E104 N37 N42 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E105 N33 N38 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E106 N38 N43 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E107 N34 N39 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E108 N39 N44 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E109 N35 N40 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E110 N40 N45 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E111 N46 N51 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E112 N51 N56 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E113 N47 N52 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E114 N52 N57 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E115 N48 N53 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E116 N53 N58 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E117 N49 N54 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E118 N54 N59 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E119 N50 N55 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E120 N55 N60 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E121 N61 N66 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E122 N66 N71 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E123 N62 N67 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E124 N67 N72 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E125 N63 N68 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E126 N68 N73 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E127 N64 N69 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E128 N69 N74 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E129 N65 N70 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E130 N70 N75 column_section 0 0 1  0 0 0  0  0   
+
+% MATERIAL DATA %
+Material  Elastic steel_beam 2000 0.3 
+
+Material  Elastic steel_column 200 0.3 
+
+
+% SECTION DATA %
+GUI_Section I_SHAPE_SECTION beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 200 100 9.65 6.35 100 9.65 
+GUI_SECTION_PROPERTY_FACTOR beam_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR beam_section 1  0.501961  0  
+Section  BCSection03 beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 3077.45 2.06197e+07 1.61219e+06 71347.9 206197 32243.8 1270 1608.33 
+
+GUI_Section BOX_SECTION column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 200 200 10.35 10.35 
+GUI_SECTION_PROPERTY_FACTOR column_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR column_section 1  0  1  
+Section  BCSection03 column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 7851.51 4.72062e+07 4.72062e+07 7.05991e+07 472062 472062 4140 4140 
+
+GUI_LoadCase  GUI_AREA_LOAD_DL  DL  
+GUI_AREA_LOAD_ASSIGNED_TYPE  BY_BEAN_SPAN_LOAD
+GUI_Output  OutFlag  1  1  0  1  1  1  1
+Output  OutFlag  1  1  0  1  1  1  1
+% RESPONSE HISTORY %
+STOP
diff --git a/Data/Static_Linear_Analysis/structure_1/structure.ipt_echo b/Data/Static_Linear_Analysis/structure_1/structure.ipt_echo
new file mode 100644
index 00000000..b43b0040
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/structure.ipt_echo
@@ -0,0 +1,991 @@
+========================================
+[1]SetCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.First String
+    [ANALYSIS] = 1
+    [CONTROLDATA] = 1
+    [DOF] = 25
+    [ELEMENT] = 130
+    [GUI_ANALYSIS] = 1
+    [GUI_AREA_LOAD_ASSIGNED_TYPE] = 1
+    [GUI_GRID] = 3
+    [GUI_LOADCASE] = 1
+    [GUI_LOADPATTERN] = 75
+    [GUI_OUTPUT] = 1
+    [GUI_SECTION] = 2
+    [GUI_SECTION_DISPLAY_COLOR] = 2
+    [GUI_SECTION_PROPERTY_FACTOR] = 2
+    [KN] = 1
+    [LOADPATTERN] = 75
+    [MASS] = 75
+    [MATERIAL] = 2
+    [MM] = 1
+    [NODE] = 75
+    [OUTPUT] = 1
+    [SECTION] = 2
+    [STOP] = 1
+   The Num. of COMMAND = 478
+========================================
+
+
+
+========================================
+[2]SetElementCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.Get COMMANDs of [ELEMENT]
+    [BEAMCOLUMN] = 130
+   The Num. of [ELEMENT] = 130
+  c.Get COMMANDs of [GUI_ELEMENT]
+   The Num. of [GUI_ELEMENT] = 0
+========================================
+
+
+
+========================================
+[3]ReadUnit()
+----------------------------------------
+  a.FORCE UNIT: kN
+  b.LENGTH UNIT: mm
+========================================
+
+
+
+========================================
+[4]ReadGeometricNL()
+----------------------------------------
+  a.GeometricNL: 1
+    code 0 = Without Geometric Matrix
+    code 1 = Consider only after every Analysis
+    code 2 = Update before each analysis step
+========================================
+========================================
+[5]ReadEnergyGpDB()
+----------------------------------------
+  a.Get Energy Groups
+   The Num. of [GUI_ENERGYGP] = 0
+========================================
+========================================
+[6]ReadForceGpDB()
+----------------------------------------
+  a.Get Force Groups
+   The Num. of [GUI_FORCEGP] = 0
+========================================
+
+
+
+========================================
+[7]ReadInteractionSurface()
+----------------------------------------
+  a.Get COMMANDs of [INTERACTIONSURFACE]
+   The Num. of [INTERACTIONSURFACE] = 0
+========================================
+
+
+
+========================================
+[8]ReadRigidEndZone()
+----------------------------------------
+  a.Get COMMANDs of [RIGIDENDZONE]
+   The Num. of [RIGIDENDZONE] = 0
+========================================
+
+
+
+========================================
+[9]ReadMaterial()
+----------------------------------------
+  a.Get COMMANDs of [MATERIAL]
+----------------------
+    [MATERIAL_No] = 1
+    [MATERIAL_TAG] = steel_beam
+      [MATERIAL_TYPE] = Elastic
+      [E] = 2000
+      [Nu] = 0.3
+----------------------
+
+----------------------
+    [MATERIAL_No] = 2
+    [MATERIAL_TAG] = steel_column
+      [MATERIAL_TYPE] = Elastic
+      [E] = 200
+      [Nu] = 0.3
+----------------------
+
+   The Num. of [MATERIAL] = 2
+========================================
+
+
+
+========================================
+[10]ReadGUISection()
+----------------------------------------
+  a.Get COMMANDs of [GUI_SECTION]
+
+
+
+========================================
+[11]ReadSection()
+----------------------------------------
+  a.Get COMMANDs of [SECTION]
+
+
+
+========================================
+[12]Read_VDP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_DAPMER_PROPERTIES]
+   The Num. of [VDP] = 0
+========================================
+
+
+
+========================================
+[13]Read_JEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_JOINT_ELEMENT_PROPERTIES]
+   The Num. of [JEP] = 0
+========================================
+
+
+
+========================================
+[13]Read_PEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_PANEL_ELEMENT_PROPERTIES]
+   The Num. of [PEP] = 0
+========================================
+
+
+
+========================================
+[5]ReadNodalLoad()
+----------------------------------------
+  b.Get COMMAND of [GUI_LOADPATTERN]
+----------------------
+    [NODE_TAG] = N1
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N2
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N3
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N4
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N5
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N6
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N7
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N8
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N9
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N10
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N11
+      [LOAD_CASE] = DL
+        [FX] = 90
+        [FY] = 90
+        [FZ] = 90
+        [MX] = 90
+        [MY] = 90
+        [MZ] = 90
+----------------------
+
+----------------------
+    [NODE_TAG] = N12
+      [LOAD_CASE] = DL
+        [FX] = 90
+        [FY] = 90
+        [FZ] = 90
+        [MX] = 90
+        [MY] = 90
+        [MZ] = 90
+----------------------
+
+----------------------
+    [NODE_TAG] = N13
+      [LOAD_CASE] = DL
+        [FX] = 90
+        [FY] = 90
+        [FZ] = 90
+        [MX] = 90
+        [MY] = 90
+        [MZ] = 90
+----------------------
+
+----------------------
+    [NODE_TAG] = N14
+      [LOAD_CASE] = DL
+        [FX] = 90
+        [FY] = 90
+        [FZ] = 90
+        [MX] = 90
+        [MY] = 90
+        [MZ] = 90
+----------------------
+
+----------------------
+    [NODE_TAG] = N15
+      [LOAD_CASE] = DL
+        [FX] = 90
+        [FY] = 90
+        [FZ] = 90
+        [MX] = 90
+        [MY] = 90
+        [MZ] = 90
+----------------------
+
+----------------------
+    [NODE_TAG] = N16
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N17
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N18
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N19
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N20
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N21
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N22
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N23
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N24
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N25
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N26
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N27
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N28
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N29
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N30
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N31
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N32
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N33
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N34
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N35
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N36
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N37
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N38
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N39
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N40
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N41
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N42
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N43
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N44
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N45
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N46
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N47
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N48
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N49
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N50
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N51
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N52
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N53
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N54
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N55
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N56
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N57
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N58
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N59
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N60
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N61
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N62
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N63
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N64
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N65
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N66
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N67
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N68
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N69
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N70
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N71
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N72
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N73
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N74
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N75
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+========================================
diff --git a/Data/Static_Linear_Analysis/structure_1/visualize_graph_structure1.py b/Data/Static_Linear_Analysis/structure_1/visualize_graph_structure1.py
new file mode 100644
index 00000000..0668531c
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_1/visualize_graph_structure1.py
@@ -0,0 +1,61 @@
+import os
+import torch
+import networkx as nx
+import matplotlib.pyplot as plt
+from mpl_toolkits.mplot3d import Axes3D  # for 3D plots
+
+# Construct path to the .pt file relative to this script
+script_dir = os.path.dirname(os.path.abspath(__file__))
+file_path = os.path.normpath(os.path.join(script_dir, 'structure_graph_NodeAsNode.pt'))
+
+print(f"Loading graph data from: {file_path}")
+
+# Attempt to load the file with weights_only=False to bypass the error
+structure_graph = torch.load(file_path, weights_only=False)
+
+# Assume `structure_graph` is your PyG Data object
+# structure_graph.x is (num_nodes, 11) → [span, story, ID, x, y, z, DoF, mass_flag, load, angle, dist]
+x, y, z = structure_graph.x[:, 3], structure_graph.x[:, 4], structure_graph.x[:, 5]
+
+# Convert to numpy-style dict for positions
+positions = {i: (x[i].item(), y[i].item(), z[i].item()) for i in range(structure_graph.num_nodes)}
+
+# Create undirected graph for visualization
+G = nx.Graph()
+edge_index = structure_graph.edge_index.numpy()
+
+# Add edges
+for i in range(edge_index.shape[1]):
+    src = edge_index[0, i]
+    tgt = edge_index[1, i]
+    G.add_edge(src, tgt)
+
+# 3D Plot (x-y or x-z projection)
+fig = plt.figure(figsize=(10, 8))
+ax = fig.add_subplot(111, projection='3d')
+
+# Plot edges
+for edge in G.edges():
+    x_coords = [positions[edge[0]][0], positions[edge[1]][0]]
+    y_coords = [positions[edge[0]][1], positions[edge[1]][1]]
+    z_coords = [positions[edge[0]][2], positions[edge[1]][2]]
+    ax.plot(x_coords, y_coords, z_coords, c='b')
+
+# Plot nodes
+xs = [positions[i][0] for i in G.nodes]
+ys = [positions[i][1] for i in G.nodes]
+zs = [positions[i][2] for i in G.nodes]
+ax.scatter(xs, ys, zs, c='r', s=10)
+
+# Label each node
+for node_id, (x_, y_, z_) in positions.items():
+    ax.text(x_, y_, z_ + 0.1, str(node_id), fontsize=8, color='black')  # 0.1 offset to lift label above node
+
+# Set axis labels
+ax.set_xlabel('X')
+ax.set_ylabel('Y')
+ax.set_zlabel('Z')
+ax.set_title('3D Structural Graph')
+
+plt.tight_layout()
+plt.show()
diff --git a/Data/Static_Linear_Analysis/structure_2/READ_PTFILE_structure2.py b/Data/Static_Linear_Analysis/structure_2/READ_PTFILE_structure2.py
new file mode 100644
index 00000000..382a16ae
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_2/READ_PTFILE_structure2.py
@@ -0,0 +1,16 @@
+import torch
+
+file_path = r'C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\Data\Static_Linear_Analysis\structure_2\structure_graph_NodeAsNode.pt'
+
+# Attempt to load the file with weights_only=False to bypass the error
+structure_graph = torch.load(file_path, weights_only=False)
+
+# Continue with your code, for example:
+print(structure_graph)
+print("Node features:\n", structure_graph.x)
+print("Edge index:\n", structure_graph.edge_index)
+print("Number of nodes:", structure_graph.num_nodes)
+print("Number of edges:", structure_graph.num_edges)
+print("Is directed:", structure_graph.is_directed())
+print("Contains isolated nodes:", structure_graph.has_isolated_nodes())
+print("Contains self-loops:", structure_graph.has_self_loops())
diff --git a/Data/Static_Linear_Analysis/structure_2/structure.ipt_COPY b/Data/Static_Linear_Analysis/structure_2/structure.ipt_COPY
new file mode 100644
index 00000000..e8e44c7f
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_2/structure.ipt_COPY
@@ -0,0 +1,516 @@
+PISA3D
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+kN
+mm
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+GUI_LoadPattern  NodalLoad  DL N51 0 -34.54 0 0 0 0 
+LoadPattern  NodalLoad  DL N52 0 -67.06 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N52 0 -67.06 0 0 0 0 
+LoadPattern  NodalLoad  DL N53 0 -67.06 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N53 0 -67.06 0 0 0 0 
+LoadPattern  NodalLoad  DL N54 0 -67.06 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N54 0 -67.06 0 0 0 0 
+LoadPattern  NodalLoad  DL N55 0 -34.54 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N55 0 -34.54 0 0 0 0 
+LoadPattern  NodalLoad  DL N56 0 -35.54 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N56 0 -35.54 0 0 0 0 
+LoadPattern  NodalLoad  DL N57 0 -68.05 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N57 0 -68.05 0 0 0 0 
+LoadPattern  NodalLoad  DL N58 0 -68.05 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N58 0 -68.05 0 0 0 0 
+LoadPattern  NodalLoad  DL N59 0 -68.05 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N59 0 -68.05 0 0 0 0 
+LoadPattern  NodalLoad  DL N60 0 -35.54 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N60 0 -35.54 0 0 0 0 
+LoadPattern  NodalLoad  DL N61 0 -35.23 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N61 0 -35.23 0 0 0 0 
+LoadPattern  NodalLoad  DL N62 0 -67.74 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N62 0 -67.74 0 0 0 0 
+LoadPattern  NodalLoad  DL N63 0 -67.74 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N63 0 -67.74 0 0 0 0 
+LoadPattern  NodalLoad  DL N64 0 -67.74 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N64 0 -67.74 0 0 0 0 
+LoadPattern  NodalLoad  DL N65 0 -35.23 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N65 0 -35.23 0 0 0 0 
+LoadPattern  NodalLoad  DL N66 0 -35.23 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N66 0 -35.23 0 0 0 0 
+LoadPattern  NodalLoad  DL N67 0 -67.74 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N67 0 -67.74 0 0 0 0 
+LoadPattern  NodalLoad  DL N68 0 -67.74 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N68 0 -67.74 0 0 0 0 
+LoadPattern  NodalLoad  DL N69 0 -67.74 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N69 0 -67.74 0 0 0 0 
+LoadPattern  NodalLoad  DL N70 0 -35.23 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N70 0 -35.23 0 0 0 0 
+LoadPattern  NodalLoad  DL N71 0 -34.23 130 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N71 0 -34.23 130 0 0 0 
+LoadPattern  NodalLoad  DL N72 0 -66.75 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N72 0 -66.75 0 0 0 0 
+LoadPattern  NodalLoad  DL N73 0 -66.75 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N73 0 -66.75 0 0 0 0 
+LoadPattern  NodalLoad  DL N74 0 -66.75 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N74 0 -66.75 0 0 0 0 
+LoadPattern  NodalLoad  DL N75 0 -34.23 0 0 0 0 
+GUI_LoadPattern  NodalLoad  DL N75 0 -34.23 0 0 0 0 
+Element  BeamColumn   E1 N6 N31 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E2 N31 N56 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E3 N7 N32 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E4 N32 N57 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E5 N8 N33 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E6 N33 N58 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E7 N9 N34 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E8 N34 N59 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E9 N10 N35 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E10 N35 N60 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E11 N11 N36 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E12 N36 N61 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E13 N12 N37 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E14 N37 N62 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E15 N13 N38 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E16 N38 N63 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E17 N14 N39 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E18 N39 N64 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E19 N15 N40 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E20 N40 N65 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E21 N16 N41 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E22 N41 N66 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E23 N17 N42 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E24 N42 N67 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E25 N18 N43 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E26 N43 N68 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E27 N19 N44 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E28 N44 N69 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E29 N20 N45 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E30 N45 N70 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E31 N21 N46 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E32 N46 N71 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E33 N22 N47 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E34 N47 N72 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E35 N23 N48 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E36 N48 N73 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E37 N24 N49 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E38 N49 N74 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E39 N25 N50 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E40 N50 N75 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E41 N6 N7 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E42 N7 N8 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E43 N8 N9 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E44 N9 N10 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E45 N31 N32 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E46 N32 N33 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E47 N33 N34 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E48 N34 N35 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E49 N56 N57 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E50 N57 N58 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E51 N58 N59 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E52 N59 N60 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E53 N11 N12 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E54 N12 N13 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E55 N13 N14 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E56 N14 N15 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E57 N36 N37 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E58 N37 N38 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E59 N38 N39 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E60 N39 N40 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E61 N61 N62 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E62 N62 N63 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E63 N63 N64 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E64 N64 N65 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E65 N16 N17 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E66 N17 N18 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E67 N18 N19 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E68 N19 N20 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E69 N41 N42 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E70 N42 N43 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E71 N43 N44 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E72 N44 N45 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E73 N66 N67 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E74 N67 N68 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E75 N68 N69 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E76 N69 N70 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E77 N21 N22 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E78 N22 N23 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E79 N23 N24 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E80 N24 N25 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E81 N46 N47 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E82 N47 N48 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E83 N48 N49 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E84 N49 N50 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E85 N71 N72 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E86 N72 N73 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E87 N73 N74 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E88 N74 N75 beam_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E89 N1 N6 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E90 N6 N11 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E91 N11 N16 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E92 N16 N21 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E93 N2 N7 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E94 N7 N12 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E95 N12 N17 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E96 N17 N22 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E97 N3 N8 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E98 N8 N13 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E99 N13 N18 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E100 N18 N23 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E101 N4 N9 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E102 N9 N14 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E103 N14 N19 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E104 N19 N24 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E105 N5 N10 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E106 N10 N15 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E107 N15 N20 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E108 N20 N25 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E109 N26 N31 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E110 N31 N36 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E111 N36 N41 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E112 N41 N46 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E113 N27 N32 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E114 N32 N37 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E115 N37 N42 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E116 N42 N47 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E117 N28 N33 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E118 N33 N38 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E119 N38 N43 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E120 N43 N48 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E121 N29 N34 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E122 N34 N39 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E123 N39 N44 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E124 N44 N49 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E125 N30 N35 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E126 N35 N40 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E127 N40 N45 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E128 N45 N50 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E129 N51 N56 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E130 N56 N61 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E131 N61 N66 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E132 N66 N71 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E133 N52 N57 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E134 N57 N62 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E135 N62 N67 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E136 N67 N72 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E137 N53 N58 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E138 N58 N63 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E139 N63 N68 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E140 N68 N73 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E141 N54 N59 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E142 N59 N64 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E143 N64 N69 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E144 N69 N74 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E145 N55 N60 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E146 N60 N65 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E147 N65 N70 column_section 0 0 1  0 0 0  0  0   
+Element  BeamColumn   E148 N70 N75 column_section 0 0 1  0 0 0  0  0   
+
+% MATERIAL DATA %
+Material  Elastic steel_beam 2000 0.3 
+
+Material  Elastic steel_column 200 0.3 
+
+
+% SECTION DATA %
+GUI_Section I_SHAPE_SECTION beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 200 100 9.65 6.35 100 9.65 
+GUI_SECTION_PROPERTY_FACTOR beam_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR beam_section 1  0.501961  0  
+Section  BCSection03 beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 3077.45 2.06197e+07 1.61219e+06 71347.9 206197 32243.8 1270 1608.33 
+
+GUI_Section BOX_SECTION column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 200 200 10.35 10.35 
+GUI_SECTION_PROPERTY_FACTOR column_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR column_section 1  0  1  
+Section  BCSection03 column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 7851.51 4.72062e+07 4.72062e+07 7.05991e+07 472062 472062 4140 4140 
+
+GUI_LoadCase  GUI_AREA_LOAD_DL  DL  
+GUI_AREA_LOAD_ASSIGNED_TYPE  BY_BEAN_SPAN_LOAD
+GUI_Output  OutFlag  1  1  0  1  1  1  1
+Output  OutFlag  1  1  0  1  1  1  1
+% RESPONSE HISTORY %
+STOP
diff --git a/Data/Static_Linear_Analysis/structure_2/structure.ipt_echo b/Data/Static_Linear_Analysis/structure_2/structure.ipt_echo
new file mode 100644
index 00000000..4b623a05
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_2/structure.ipt_echo
@@ -0,0 +1,991 @@
+========================================
+[1]SetCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.First String
+    [ANALYSIS] = 1
+    [CONTROLDATA] = 1
+    [DOF] = 15
+    [ELEMENT] = 148
+    [GUI_ANALYSIS] = 1
+    [GUI_AREA_LOAD_ASSIGNED_TYPE] = 1
+    [GUI_GRID] = 3
+    [GUI_LOADCASE] = 1
+    [GUI_LOADPATTERN] = 75
+    [GUI_OUTPUT] = 1
+    [GUI_SECTION] = 2
+    [GUI_SECTION_DISPLAY_COLOR] = 2
+    [GUI_SECTION_PROPERTY_FACTOR] = 2
+    [KN] = 1
+    [LOADPATTERN] = 75
+    [MASS] = 75
+    [MATERIAL] = 2
+    [MM] = 1
+    [NODE] = 75
+    [OUTPUT] = 1
+    [SECTION] = 2
+    [STOP] = 1
+   The Num. of COMMAND = 486
+========================================
+
+
+
+========================================
+[2]SetElementCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.Get COMMANDs of [ELEMENT]
+    [BEAMCOLUMN] = 148
+   The Num. of [ELEMENT] = 148
+  c.Get COMMANDs of [GUI_ELEMENT]
+   The Num. of [GUI_ELEMENT] = 0
+========================================
+
+
+
+========================================
+[3]ReadUnit()
+----------------------------------------
+  a.FORCE UNIT: kN
+  b.LENGTH UNIT: mm
+========================================
+
+
+
+========================================
+[4]ReadGeometricNL()
+----------------------------------------
+  a.GeometricNL: 1
+    code 0 = Without Geometric Matrix
+    code 1 = Consider only after every Analysis
+    code 2 = Update before each analysis step
+========================================
+========================================
+[5]ReadEnergyGpDB()
+----------------------------------------
+  a.Get Energy Groups
+   The Num. of [GUI_ENERGYGP] = 0
+========================================
+========================================
+[6]ReadForceGpDB()
+----------------------------------------
+  a.Get Force Groups
+   The Num. of [GUI_FORCEGP] = 0
+========================================
+
+
+
+========================================
+[7]ReadInteractionSurface()
+----------------------------------------
+  a.Get COMMANDs of [INTERACTIONSURFACE]
+   The Num. of [INTERACTIONSURFACE] = 0
+========================================
+
+
+
+========================================
+[8]ReadRigidEndZone()
+----------------------------------------
+  a.Get COMMANDs of [RIGIDENDZONE]
+   The Num. of [RIGIDENDZONE] = 0
+========================================
+
+
+
+========================================
+[9]ReadMaterial()
+----------------------------------------
+  a.Get COMMANDs of [MATERIAL]
+----------------------
+    [MATERIAL_No] = 1
+    [MATERIAL_TAG] = steel_beam
+      [MATERIAL_TYPE] = Elastic
+      [E] = 2000
+      [Nu] = 0.3
+----------------------
+
+----------------------
+    [MATERIAL_No] = 2
+    [MATERIAL_TAG] = steel_column
+      [MATERIAL_TYPE] = Elastic
+      [E] = 200
+      [Nu] = 0.3
+----------------------
+
+   The Num. of [MATERIAL] = 2
+========================================
+
+
+
+========================================
+[10]ReadGUISection()
+----------------------------------------
+  a.Get COMMANDs of [GUI_SECTION]
+
+
+
+========================================
+[11]ReadSection()
+----------------------------------------
+  a.Get COMMANDs of [SECTION]
+
+
+
+========================================
+[12]Read_VDP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_DAPMER_PROPERTIES]
+   The Num. of [VDP] = 0
+========================================
+
+
+
+========================================
+[13]Read_JEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_JOINT_ELEMENT_PROPERTIES]
+   The Num. of [JEP] = 0
+========================================
+
+
+
+========================================
+[13]Read_PEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_PANEL_ELEMENT_PROPERTIES]
+   The Num. of [PEP] = 0
+========================================
+
+
+
+========================================
+[5]ReadNodalLoad()
+----------------------------------------
+  b.Get COMMAND of [GUI_LOADPATTERN]
+----------------------
+    [NODE_TAG] = N1
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N2
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N3
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N4
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N5
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N6
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N7
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N8
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N9
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N10
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N11
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N12
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N13
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N14
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N15
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N16
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N17
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N18
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N19
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N20
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N21
+      [LOAD_CASE] = DL
+        [FX] = 130
+        [FY] = 130
+        [FZ] = 130
+        [MX] = 130
+        [MY] = 130
+        [MZ] = 130
+----------------------
+
+----------------------
+    [NODE_TAG] = N22
+      [LOAD_CASE] = DL
+        [FX] = 130
+        [FY] = 130
+        [FZ] = 130
+        [MX] = 130
+        [MY] = 130
+        [MZ] = 130
+----------------------
+
+----------------------
+    [NODE_TAG] = N23
+      [LOAD_CASE] = DL
+        [FX] = 130
+        [FY] = 130
+        [FZ] = 130
+        [MX] = 130
+        [MY] = 130
+        [MZ] = 130
+----------------------
+
+----------------------
+    [NODE_TAG] = N24
+      [LOAD_CASE] = DL
+        [FX] = 130
+        [FY] = 130
+        [FZ] = 130
+        [MX] = 130
+        [MY] = 130
+        [MZ] = 130
+----------------------
+
+----------------------
+    [NODE_TAG] = N25
+      [LOAD_CASE] = DL
+        [FX] = 130
+        [FY] = 130
+        [FZ] = 130
+        [MX] = 130
+        [MY] = 130
+        [MZ] = 130
+----------------------
+
+----------------------
+    [NODE_TAG] = N26
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N27
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N28
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N29
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N30
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N31
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N32
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N33
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N34
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N35
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N36
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N37
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N38
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N39
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N40
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N41
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N42
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N43
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N44
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N45
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N46
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N47
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N48
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N49
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N50
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N51
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N52
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N53
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N54
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N55
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N56
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N57
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N58
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N59
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N60
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N61
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N62
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N63
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N64
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N65
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N66
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N67
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N68
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N69
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N70
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N71
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N72
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N73
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N74
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N75
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+========================================
diff --git a/Data/Static_Linear_Analysis/structure_2/visualize_graph_structure2.py b/Data/Static_Linear_Analysis/structure_2/visualize_graph_structure2.py
new file mode 100644
index 00000000..350075c7
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_2/visualize_graph_structure2.py
@@ -0,0 +1,61 @@
+import os
+import torch
+import networkx as nx
+import matplotlib.pyplot as plt
+from mpl_toolkits.mplot3d import Axes3D  # for 3D plots
+
+# Construct path to the .pt file relative to this script
+script_dir = os.path.dirname(os.path.abspath(__file__))
+file_path = os.path.normpath(os.path.join(script_dir, 'structure_graph_NodeAsNode_pseudo.pt'))
+
+print(f"Loading graph data from: {file_path}")
+
+# Attempt to load the file with weights_only=False to bypass the error
+structure_graph = torch.load(file_path, weights_only=False)
+
+# Assume `structure_graph` is your PyG Data object
+# structure_graph.x is (num_nodes, 11) → [span, story, ID, x, y, z, DoF, mass_flag, load, angle, dist]
+x, y, z = structure_graph.x[:, 3], structure_graph.x[:, 4], structure_graph.x[:, 5]
+
+# Convert to numpy-style dict for positions
+positions = {i: (x[i].item(), y[i].item(), z[i].item()) for i in range(structure_graph.num_nodes)}
+
+# Create undirected graph for visualization
+G = nx.Graph()
+edge_index = structure_graph.edge_index.numpy()
+
+# Add edges
+for i in range(edge_index.shape[1]):
+    src = edge_index[0, i]
+    tgt = edge_index[1, i]
+    G.add_edge(src, tgt)
+
+# 3D Plot (x-y or x-z projection)
+fig = plt.figure(figsize=(10, 8))
+ax = fig.add_subplot(111, projection='3d')
+
+# Plot edges
+for edge in G.edges():
+    x_coords = [positions[edge[0]][0], positions[edge[1]][0]]
+    y_coords = [positions[edge[0]][1], positions[edge[1]][1]]
+    z_coords = [positions[edge[0]][2], positions[edge[1]][2]]
+    ax.plot(x_coords, y_coords, z_coords, c='b')
+
+# Plot nodes
+xs = [positions[i][0] for i in G.nodes]
+ys = [positions[i][1] for i in G.nodes]
+zs = [positions[i][2] for i in G.nodes]
+ax.scatter(xs, ys, zs, c='r', s=10)
+
+# Label each node
+for node_id, (x_, y_, z_) in positions.items():
+    ax.text(x_, y_, z_ + 0.1, str(node_id), fontsize=8, color='black')  # 0.1 offset to lift label above node
+
+# Set axis labels
+ax.set_xlabel('X')
+ax.set_ylabel('Y')
+ax.set_zlabel('Z')
+ax.set_title('3D Structural Graph (PISA3D Model)')
+
+plt.tight_layout()
+plt.show()
diff --git a/Data/Static_Linear_Analysis/structure_2000/structure.ipt_COPY b/Data/Static_Linear_Analysis/structure_2000/structure.ipt_COPY
new file mode 100644
index 00000000..a0b5d3b9
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_2000/structure.ipt_COPY
@@ -0,0 +1,800 @@
+PISA3D
+C:\Users\ton73\Desktop\SeismicAnalysis\Data\Static_Linear_Analysis\structure_2000\structure.ipt
+kN
+mm
+ControlData    GeometricNL  1
+GUI_Analysis  Gravity  gravity  DL  1  ON
+Analysis  Gravity  DL  1
+GUI_GRID  XDIR  0  6000  12000  18000  24000
+GUI_GRID  YDIR  0  4200  7400  10600  13800  17000
+GUI_GRID  ZDIR  0  6000  12000  18000
+
+
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+Element  BeamColumn   E174 N16 N20 column_section 0 0 1  0 0 0  0  0
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+Element  BeamColumn   E178 N33 N37 column_section 0 0 1  0 0 0  0  0
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+Element  BeamColumn   E180 N41 N45 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E181 N26 N30 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E182 N30 N34 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E183 N34 N38 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E184 N38 N42 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E185 N42 N46 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E186 N27 N31 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E187 N31 N35 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E188 N35 N39 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E189 N39 N43 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E190 N43 N47 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E191 N28 N32 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E192 N32 N36 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E193 N36 N40 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E194 N40 N44 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E195 N44 N48 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E196 N49 N53 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E197 N53 N57 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E198 N57 N61 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E199 N61 N65 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E200 N65 N69 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E201 N50 N54 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E202 N54 N58 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E203 N58 N62 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E204 N62 N66 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E205 N66 N70 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E206 N51 N55 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E207 N55 N59 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E208 N59 N63 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E209 N63 N67 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E210 N67 N71 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E211 N52 N56 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E212 N56 N60 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E213 N60 N64 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E214 N64 N68 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E215 N68 N72 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E216 N73 N77 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E217 N77 N81 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E218 N81 N85 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E219 N85 N89 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E220 N89 N93 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E221 N74 N78 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E222 N78 N82 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E223 N82 N86 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E224 N86 N90 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E225 N90 N94 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E226 N75 N79 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E227 N79 N83 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E228 N83 N87 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E229 N87 N91 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E230 N91 N95 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E231 N76 N80 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E232 N80 N84 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E233 N84 N88 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E234 N88 N92 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E235 N92 N96 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E236 N97 N101 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E237 N101 N105 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E238 N105 N109 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E239 N109 N113 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E240 N113 N117 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E241 N98 N102 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E242 N102 N106 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E243 N106 N110 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E244 N110 N114 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E245 N114 N118 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E246 N99 N103 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E247 N103 N107 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E248 N107 N111 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E249 N111 N115 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E250 N115 N119 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E251 N100 N104 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E252 N104 N108 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E253 N108 N112 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E254 N112 N116 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E255 N116 N120 column_section 0 0 1  0 0 0  0  0
+
+
+% MATERIAL DATA %
+Material  Elastic steel_beam 2000 0.3
+Material  Elastic steel_column 200 0.3
+
+
+% SECTION DATA %
+GUI_Section I_SHAPE_SECTION beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 200 100 9.65 6.35 100 9.65 
+GUI_SECTION_PROPERTY_FACTOR beam_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR beam_section 1  0.501961  0  
+Section  BCSection03 beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 3077.45 2.06197e+07 1.61219e+06 71347.9 206197 32243.8 1270 1608.33 
+
+GUI_Section BOX_SECTION column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 200 200 10.35 10.35 
+GUI_SECTION_PROPERTY_FACTOR column_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR column_section 1  0  1  
+Section  BCSection03 column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 7851.51 4.72062e+07 4.72062e+07 7.05991e+07 472062 472062 4140 4140 
+
+
+GUI_LoadCase  GUI_AREA_LOAD_DL  DL
+GUI_AREA_LOAD_ASSIGNED_TYPE  BY_BEAN_SPAN_LOAD
+GUI_Output  OutFlag  1  1  0  1  1  1  1
+Output  OutFlag  1  1  0  1  1  1  1
+% RESPONSE HISTORY %
+STOP
diff --git a/Data/Static_Linear_Analysis/structure_2000/structure.ipt_echo b/Data/Static_Linear_Analysis/structure_2000/structure.ipt_echo
new file mode 100644
index 00000000..a2027c3f
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_2000/structure.ipt_echo
@@ -0,0 +1,1486 @@
+========================================
+[1]SetCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.First String
+    [ANALYSIS] = 1
+    [CONTROLDATA] = 1
+    [DOF] = 20
+    [ELEMENT] = 255
+    [GUI_ANALYSIS] = 1
+    [GUI_AREA_LOAD_ASSIGNED_TYPE] = 1
+    [GUI_GRID] = 3
+    [GUI_LOADCASE] = 1
+    [GUI_LOADPATTERN] = 120
+    [GUI_OUTPUT] = 1
+    [GUI_SECTION] = 2
+    [GUI_SECTION_DISPLAY_COLOR] = 2
+    [GUI_SECTION_PROPERTY_FACTOR] = 2
+    [KN] = 1
+    [LOADPATTERN] = 120
+    [MASS] = 120
+    [MATERIAL] = 2
+    [MM] = 1
+    [NODE] = 120
+    [OUTPUT] = 1
+    [SECTION] = 2
+    [STOP] = 1
+   The Num. of COMMAND = 778
+========================================
+
+
+
+========================================
+[2]SetElementCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.Get COMMANDs of [ELEMENT]
+    [BEAMCOLUMN] = 255
+   The Num. of [ELEMENT] = 255
+  c.Get COMMANDs of [GUI_ELEMENT]
+   The Num. of [GUI_ELEMENT] = 0
+========================================
+
+
+
+========================================
+[3]ReadUnit()
+----------------------------------------
+  a.FORCE UNIT: kN
+  b.LENGTH UNIT: mm
+========================================
+
+
+
+========================================
+[4]ReadGeometricNL()
+----------------------------------------
+  a.GeometricNL: 1
+    code 0 = Without Geometric Matrix
+    code 1 = Consider only after every Analysis
+    code 2 = Update before each analysis step
+========================================
+========================================
+[5]ReadEnergyGpDB()
+----------------------------------------
+  a.Get Energy Groups
+   The Num. of [GUI_ENERGYGP] = 0
+========================================
+========================================
+[6]ReadForceGpDB()
+----------------------------------------
+  a.Get Force Groups
+   The Num. of [GUI_FORCEGP] = 0
+========================================
+
+
+
+========================================
+[7]ReadInteractionSurface()
+----------------------------------------
+  a.Get COMMANDs of [INTERACTIONSURFACE]
+   The Num. of [INTERACTIONSURFACE] = 0
+========================================
+
+
+
+========================================
+[8]ReadRigidEndZone()
+----------------------------------------
+  a.Get COMMANDs of [RIGIDENDZONE]
+   The Num. of [RIGIDENDZONE] = 0
+========================================
+
+
+
+========================================
+[9]ReadMaterial()
+----------------------------------------
+  a.Get COMMANDs of [MATERIAL]
+----------------------
+    [MATERIAL_No] = 1
+    [MATERIAL_TAG] = steel_beam
+      [MATERIAL_TYPE] = Elastic
+      [E] = 2000
+      [Nu] = 0.3
+----------------------
+
+----------------------
+    [MATERIAL_No] = 2
+    [MATERIAL_TAG] = steel_column
+      [MATERIAL_TYPE] = Elastic
+      [E] = 200
+      [Nu] = 0.3
+----------------------
+
+   The Num. of [MATERIAL] = 2
+========================================
+
+
+
+========================================
+[10]ReadGUISection()
+----------------------------------------
+  a.Get COMMANDs of [GUI_SECTION]
+
+
+
+========================================
+[11]ReadSection()
+----------------------------------------
+  a.Get COMMANDs of [SECTION]
+
+
+
+========================================
+[12]Read_VDP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_DAPMER_PROPERTIES]
+   The Num. of [VDP] = 0
+========================================
+
+
+
+========================================
+[13]Read_JEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_JOINT_ELEMENT_PROPERTIES]
+   The Num. of [JEP] = 0
+========================================
+
+
+
+========================================
+[13]Read_PEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_PANEL_ELEMENT_PROPERTIES]
+   The Num. of [PEP] = 0
+========================================
+
+
+
+========================================
+[5]ReadNodalLoad()
+----------------------------------------
+  b.Get COMMAND of [GUI_LOADPATTERN]
+----------------------
+    [NODE_TAG] = N1
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N2
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N3
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N4
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N5
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N6
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N7
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N8
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N9
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N10
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N11
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N12
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N13
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N14
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N15
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N16
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N17
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N18
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N19
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N20
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N21
+      [LOAD_CASE] = DL
+        [FX] = 100
+        [FY] = 100
+        [FZ] = 100
+        [MX] = 100
+        [MY] = 100
+        [MZ] = 100
+----------------------
+
+----------------------
+    [NODE_TAG] = N22
+      [LOAD_CASE] = DL
+        [FX] = 100
+        [FY] = 100
+        [FZ] = 100
+        [MX] = 100
+        [MY] = 100
+        [MZ] = 100
+----------------------
+
+----------------------
+    [NODE_TAG] = N23
+      [LOAD_CASE] = DL
+        [FX] = 100
+        [FY] = 100
+        [FZ] = 100
+        [MX] = 100
+        [MY] = 100
+        [MZ] = 100
+----------------------
+
+----------------------
+    [NODE_TAG] = N24
+      [LOAD_CASE] = DL
+        [FX] = 100
+        [FY] = 100
+        [FZ] = 100
+        [MX] = 100
+        [MY] = 100
+        [MZ] = 100
+----------------------
+
+----------------------
+    [NODE_TAG] = N25
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N26
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N27
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N28
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N29
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N30
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N31
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N32
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N33
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N34
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N35
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N36
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N37
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N38
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N39
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N40
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N41
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N42
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N43
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N44
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N45
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N46
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N47
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N48
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N49
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N50
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N51
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N52
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N53
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N54
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N55
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N56
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N57
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N58
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N59
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N60
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N61
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N62
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N63
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N64
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N65
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N66
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N67
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N68
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N69
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N70
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N71
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N72
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N73
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N74
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N75
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N76
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N77
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N78
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N79
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N80
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N81
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N82
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N83
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N84
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N85
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N86
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N87
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N88
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N89
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N90
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N91
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N92
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N93
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N94
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N95
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N96
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N97
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N98
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N99
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N100
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N101
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N102
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N103
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N104
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N105
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N106
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N107
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N108
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N109
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N110
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N111
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N112
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N113
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N114
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N115
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N116
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N117
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N118
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N119
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N120
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+========================================
diff --git a/Data/Static_Linear_Analysis/structure_3/READ_PTFILE_structure3.py b/Data/Static_Linear_Analysis/structure_3/READ_PTFILE_structure3.py
new file mode 100644
index 00000000..5ee90c09
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_3/READ_PTFILE_structure3.py
@@ -0,0 +1,16 @@
+import torch
+
+file_path = r'C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\Data\Static_Linear_Analysis\structure_3\structure_graph_NodeAsNode.pt'
+
+# Attempt to load the file with weights_only=False to bypass the error
+structure_graph = torch.load(file_path, weights_only=False)
+
+# Continue with your code, for example:
+print(structure_graph)
+print("Node features:\n", structure_graph.x)
+print("Edge index:\n", structure_graph.edge_index)
+print("Number of nodes:", structure_graph.num_nodes)
+print("Number of edges:", structure_graph.num_edges)
+print("Is directed:", structure_graph.is_directed())
+print("Contains isolated nodes:", structure_graph.has_isolated_nodes())
+print("Contains self-loops:", structure_graph.has_self_loops())
diff --git a/Data/Static_Linear_Analysis/structure_3/structure.ipt_COPY b/Data/Static_Linear_Analysis/structure_3/structure.ipt_COPY
new file mode 100644
index 00000000..cbc5e0c6
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_3/structure.ipt_COPY
@@ -0,0 +1,369 @@
+PISA3D
+C:\Users\ton73\Desktop\SeismicAnalysis\Data\Static_Linear_Analysis\structure_3\structure.ipt
+kN
+mm
+ControlData    GeometricNL  1
+GUI_Analysis  Gravity  gravity  DL  1  ON
+Analysis  Gravity  DL  1
+GUI_GRID  XDIR  0  7000  14000
+GUI_GRID  YDIR  0  4200  7400
+GUI_GRID  ZDIR  0  8000  16000  24000  32000  40000
+
+
+Node  N1 0 0 0
+Node  N2 0 0 8000
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+Node  N45 14000 4200 16000
+Node  N46 14000 4200 24000
+Node  N47 14000 4200 32000
+Node  N48 14000 4200 40000
+Node  N49 14000 7400 0
+Node  N50 14000 7400 8000
+Node  N51 14000 7400 16000
+Node  N52 14000 7400 24000
+Node  N53 14000 7400 32000
+Node  N54 14000 7400 40000
+
+
+DOF  N1 -1 -1 -1 -1 -1 -1
+DOF  N2 -1 -1 -1 -1 -1 -1
+DOF  N3 -1 -1 -1 -1 -1 -1
+DOF  N4 -1 -1 -1 -1 -1 -1
+DOF  N5 -1 -1 -1 -1 -1 -1
+DOF  N6 -1 -1 -1 -1 -1 -1
+DOF  N19 -1 -1 -1 -1 -1 -1
+DOF  N20 -1 -1 -1 -1 -1 -1
+DOF  N21 -1 -1 -1 -1 -1 -1
+DOF  N22 -1 -1 -1 -1 -1 -1
+DOF  N23 -1 -1 -1 -1 -1 -1
+DOF  N24 -1 -1 -1 -1 -1 -1
+DOF  N37 -1 -1 -1 -1 -1 -1
+DOF  N38 -1 -1 -1 -1 -1 -1
+DOF  N39 -1 -1 -1 -1 -1 -1
+DOF  N40 -1 -1 -1 -1 -1 -1
+DOF  N41 -1 -1 -1 -1 -1 -1
+DOF  N42 -1 -1 -1 -1 -1 -1
+
+
+Mass  N1 0.0053585 0.0053585 0.0053585 2606511 4567365 2000224
+Mass  N2 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N3 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N4 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N5 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N6 0.0053585 0.0053585 0.0053585 2606511 4567365 2000224
+Mass  N7 0.0054596 0.0054596 0.0054596 2665669 4652286 2042596
+Mass  N8 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N9 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N10 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N11 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N12 0.0054596 0.0054596 0.0054596 2665669 4652286 2042596
+Mass  N13 0.0053269 0.0053269 0.0053269 2646893 4652286 2023820
+Mass  N14 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N15 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N16 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N17 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N18 0.0053269 0.0053269 0.0053269 2646893 4652286 2023820
+Mass  N19 0.0104852 0.0104852 0.0104852 5194247 9134730 3981672
+Mass  N20 0.0206643 0.0206643 0.0206643 10369718 18269461 7944569
+Mass  N21 0.0206643 0.0206643 0.0206643 10369718 18269461 7944569
+Mass  N22 0.0206643 0.0206643 0.0206643 10369718 18269461 7944569
+Mass  N23 0.0206643 0.0206643 0.0206643 10369718 18269461 7944569
+Mass  N24 0.0104852 0.0104852 0.0104852 5194247 9134730 3981672
+Mass  N25 0.0105863 0.0105863 0.0105863 5253404 9253719 4058112
+Mass  N26 0.0207654 0.0207654 0.0207654 10479729 18439303 8021008
+Mass  N27 0.0207654 0.0207654 0.0207654 10479729 18439303 8021008
+Mass  N28 0.0207654 0.0207654 0.0207654 10479729 18439303 8021008
+Mass  N29 0.0207654 0.0207654 0.0207654 10479729 18439303 8021008
+Mass  N30 0.0105863 0.0105863 0.0105863 5253404 9253719 4058112
+Mass  N31 0.0104536 0.0104536 0.0104536 5234629 9253719 4039336
+Mass  N32 0.0206327 0.0206327 0.0206327 10460954 18439303 8002233
+Mass  N33 0.0206327 0.0206327 0.0206327 10460954 18439303 8002233
+Mass  N34 0.0206327 0.0206327 0.0206327 10460954 18439303 8002233
+Mass  N35 0.0206327 0.0206327 0.0206327 10460954 18439303 8002233
+Mass  N36 0.0104536 0.0104536 0.0104536 5234629 9253719 4039336
+Mass  N37 0.0053585 0.0053585 0.0053585 2606511 4567365 2000224
+Mass  N38 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N39 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N40 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N41 0.0104976 0.0104976 0.0104976 5194247 9134730 3981672
+Mass  N42 0.0053585 0.0053585 0.0053585 2606511 4567365 2000224
+Mass  N43 0.0054596 0.0054596 0.0054596 2665669 4652286 2042596
+Mass  N44 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N45 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N46 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N47 0.0105987 0.0105987 0.0105987 5304258 9270505 4024044
+Mass  N48 0.0054596 0.0054596 0.0054596 2665669 4652286 2042596
+Mass  N49 0.0053269 0.0053269 0.0053269 2646893 4652286 2023820
+Mass  N50 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N51 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N52 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N53 0.0104660 0.0104660 0.0104660 5285482 9270505 4005268
+Mass  N54 0.0053269 0.0053269 0.0053269 2646893 4652286 2023820
+
+
+LoadPattern  NodalLoad  DL N1 0.00 -52.57 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N1 0.00 -52.57 0.00 0 0 0
+LoadPattern  NodalLoad  DL N2 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N2 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N3 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N3 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N4 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N4 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N5 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N5 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N6 0.00 -52.57 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N6 0.00 -52.57 0.00 0 0 0
+LoadPattern  NodalLoad  DL N7 0.00 -53.56 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N7 0.00 -53.56 0.00 0 0 0
+LoadPattern  NodalLoad  DL N8 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N8 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N9 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N9 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N10 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N10 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N11 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N11 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N12 0.00 -53.56 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N12 0.00 -53.56 0.00 0 0 0
+LoadPattern  NodalLoad  DL N13 180.00 -52.26 130.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N13 180.00 -52.26 130.00 0 0 0
+LoadPattern  NodalLoad  DL N14 180.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N14 180.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N15 180.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N15 180.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N16 180.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N16 180.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N17 180.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N17 180.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N18 180.00 -52.26 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N18 180.00 -52.26 0.00 0 0 0
+LoadPattern  NodalLoad  DL N19 0.00 -102.86 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N19 0.00 -102.86 0.00 0 0 0
+LoadPattern  NodalLoad  DL N20 0.00 -202.72 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N20 0.00 -202.72 0.00 0 0 0
+LoadPattern  NodalLoad  DL N21 0.00 -202.72 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N21 0.00 -202.72 0.00 0 0 0
+LoadPattern  NodalLoad  DL N22 0.00 -202.72 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N22 0.00 -202.72 0.00 0 0 0
+LoadPattern  NodalLoad  DL N23 0.00 -202.72 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N23 0.00 -202.72 0.00 0 0 0
+LoadPattern  NodalLoad  DL N24 0.00 -102.86 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N24 0.00 -102.86 0.00 0 0 0
+LoadPattern  NodalLoad  DL N25 0.00 -103.85 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N25 0.00 -103.85 0.00 0 0 0
+LoadPattern  NodalLoad  DL N26 0.00 -203.71 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N26 0.00 -203.71 0.00 0 0 0
+LoadPattern  NodalLoad  DL N27 0.00 -203.71 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N27 0.00 -203.71 0.00 0 0 0
+LoadPattern  NodalLoad  DL N28 0.00 -203.71 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N28 0.00 -203.71 0.00 0 0 0
+LoadPattern  NodalLoad  DL N29 0.00 -203.71 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N29 0.00 -203.71 0.00 0 0 0
+LoadPattern  NodalLoad  DL N30 0.00 -103.85 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N30 0.00 -103.85 0.00 0 0 0
+LoadPattern  NodalLoad  DL N31 0.00 -102.55 130.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N31 0.00 -102.55 130.00 0 0 0
+LoadPattern  NodalLoad  DL N32 0.00 -202.41 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N32 0.00 -202.41 0.00 0 0 0
+LoadPattern  NodalLoad  DL N33 0.00 -202.41 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N33 0.00 -202.41 0.00 0 0 0
+LoadPattern  NodalLoad  DL N34 0.00 -202.41 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N34 0.00 -202.41 0.00 0 0 0
+LoadPattern  NodalLoad  DL N35 0.00 -202.41 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N35 0.00 -202.41 0.00 0 0 0
+LoadPattern  NodalLoad  DL N36 0.00 -102.55 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N36 0.00 -102.55 0.00 0 0 0
+LoadPattern  NodalLoad  DL N37 0.00 -52.57 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N37 0.00 -52.57 0.00 0 0 0
+LoadPattern  NodalLoad  DL N38 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N38 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N39 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N39 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N40 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N40 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N41 0.00 -102.98 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N41 0.00 -102.98 0.00 0 0 0
+LoadPattern  NodalLoad  DL N42 0.00 -52.57 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N42 0.00 -52.57 0.00 0 0 0
+LoadPattern  NodalLoad  DL N43 0.00 -53.56 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N43 0.00 -53.56 0.00 0 0 0
+LoadPattern  NodalLoad  DL N44 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N44 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N45 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N45 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N46 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N46 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N47 0.00 -103.97 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N47 0.00 -103.97 0.00 0 0 0
+LoadPattern  NodalLoad  DL N48 0.00 -53.56 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N48 0.00 -53.56 0.00 0 0 0
+LoadPattern  NodalLoad  DL N49 0.00 -52.26 130.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N49 0.00 -52.26 130.00 0 0 0
+LoadPattern  NodalLoad  DL N50 0.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N50 0.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N51 0.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N51 0.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N52 0.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N52 0.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N53 0.00 -102.67 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N53 0.00 -102.67 0.00 0 0 0
+LoadPattern  NodalLoad  DL N54 0.00 -52.26 0.00 0 0 0
+GUI_LoadPattern  NodalLoad  DL N54 0.00 -52.26 0.00 0 0 0
+
+
+Element  BeamColumn   E1 N7 N25 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E2 N25 N43 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E3 N8 N26 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E4 N26 N44 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E5 N9 N27 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E6 N27 N45 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E7 N10 N28 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E8 N28 N46 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E9 N11 N29 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E10 N29 N47 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E11 N12 N30 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E12 N30 N48 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E13 N13 N31 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E14 N31 N49 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E15 N14 N32 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E16 N32 N50 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E17 N15 N33 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E18 N33 N51 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E19 N16 N34 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E20 N34 N52 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E21 N17 N35 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E22 N35 N53 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E23 N18 N36 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E24 N36 N54 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E25 N7 N8 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E26 N8 N9 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E27 N9 N10 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E28 N10 N11 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E29 N11 N12 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E30 N25 N26 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E31 N26 N27 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E32 N27 N28 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E33 N28 N29 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E34 N29 N30 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E35 N43 N44 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E36 N44 N45 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E37 N45 N46 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E38 N46 N47 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E39 N47 N48 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E40 N13 N14 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E41 N14 N15 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E42 N15 N16 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E43 N16 N17 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E44 N17 N18 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E45 N31 N32 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E46 N32 N33 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E47 N33 N34 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E48 N34 N35 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E49 N35 N36 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E50 N49 N50 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E51 N50 N51 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E52 N51 N52 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E53 N52 N53 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E54 N53 N54 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E55 N1 N7 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E56 N7 N13 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E57 N2 N8 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E58 N8 N14 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E59 N3 N9 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E60 N9 N15 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E61 N4 N10 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E62 N10 N16 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E63 N5 N11 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E64 N11 N17 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E65 N6 N12 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E66 N12 N18 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E67 N19 N25 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E68 N25 N31 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E69 N20 N26 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E70 N26 N32 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E71 N21 N27 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E72 N27 N33 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E73 N22 N28 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E74 N28 N34 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E75 N23 N29 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E76 N29 N35 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E77 N24 N30 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E78 N30 N36 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E79 N37 N43 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E80 N43 N49 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E81 N38 N44 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E82 N44 N50 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E83 N39 N45 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E84 N45 N51 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E85 N40 N46 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E86 N46 N52 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E87 N41 N47 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E88 N47 N53 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E89 N42 N48 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E90 N48 N54 column_section 0 0 1  0 0 0  0  0
+
+
+% MATERIAL DATA %
+Material  Elastic steel_beam 2000 0.3
+Material  Elastic steel_column 200 0.3
+
+
+% SECTION DATA %
+GUI_Section I_SHAPE_SECTION beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 200 100 9.65 6.35 100 9.65 
+GUI_SECTION_PROPERTY_FACTOR beam_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR beam_section 1  0.501961  0  
+Section  BCSection03 beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 3077.45 2.06197e+07 1.61219e+06 71347.9 206197 32243.8 1270 1608.33 
+
+GUI_Section BOX_SECTION column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 200 200 10.35 10.35 
+GUI_SECTION_PROPERTY_FACTOR column_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR column_section 1  0  1  
+Section  BCSection03 column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 7851.51 4.72062e+07 4.72062e+07 7.05991e+07 472062 472062 4140 4140 
+
+
+GUI_LoadCase  GUI_AREA_LOAD_DL  DL
+GUI_AREA_LOAD_ASSIGNED_TYPE  BY_BEAN_SPAN_LOAD
+GUI_Output  OutFlag  1  1  0  1  1  1  1
+Output  OutFlag  1  1  0  1  1  1  1
+% RESPONSE HISTORY %
+STOP
diff --git a/Data/Static_Linear_Analysis/structure_3/structure.ipt_echo b/Data/Static_Linear_Analysis/structure_3/structure.ipt_echo
new file mode 100644
index 00000000..5919a1d4
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_3/structure.ipt_echo
@@ -0,0 +1,760 @@
+========================================
+[1]SetCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.First String
+    [ANALYSIS] = 1
+    [CONTROLDATA] = 1
+    [DOF] = 18
+    [ELEMENT] = 90
+    [GUI_ANALYSIS] = 1
+    [GUI_AREA_LOAD_ASSIGNED_TYPE] = 1
+    [GUI_GRID] = 3
+    [GUI_LOADCASE] = 1
+    [GUI_LOADPATTERN] = 54
+    [GUI_OUTPUT] = 1
+    [GUI_SECTION] = 2
+    [GUI_SECTION_DISPLAY_COLOR] = 2
+    [GUI_SECTION_PROPERTY_FACTOR] = 2
+    [KN] = 1
+    [LOADPATTERN] = 54
+    [MASS] = 54
+    [MATERIAL] = 2
+    [MM] = 1
+    [NODE] = 54
+    [OUTPUT] = 1
+    [SECTION] = 2
+    [STOP] = 1
+   The Num. of COMMAND = 347
+========================================
+
+
+
+========================================
+[2]SetElementCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.Get COMMANDs of [ELEMENT]
+    [BEAMCOLUMN] = 90
+   The Num. of [ELEMENT] = 90
+  c.Get COMMANDs of [GUI_ELEMENT]
+   The Num. of [GUI_ELEMENT] = 0
+========================================
+
+
+
+========================================
+[3]ReadUnit()
+----------------------------------------
+  a.FORCE UNIT: kN
+  b.LENGTH UNIT: mm
+========================================
+
+
+
+========================================
+[4]ReadGeometricNL()
+----------------------------------------
+  a.GeometricNL: 1
+    code 0 = Without Geometric Matrix
+    code 1 = Consider only after every Analysis
+    code 2 = Update before each analysis step
+========================================
+========================================
+[5]ReadEnergyGpDB()
+----------------------------------------
+  a.Get Energy Groups
+   The Num. of [GUI_ENERGYGP] = 0
+========================================
+========================================
+[6]ReadForceGpDB()
+----------------------------------------
+  a.Get Force Groups
+   The Num. of [GUI_FORCEGP] = 0
+========================================
+
+
+
+========================================
+[7]ReadInteractionSurface()
+----------------------------------------
+  a.Get COMMANDs of [INTERACTIONSURFACE]
+   The Num. of [INTERACTIONSURFACE] = 0
+========================================
+
+
+
+========================================
+[8]ReadRigidEndZone()
+----------------------------------------
+  a.Get COMMANDs of [RIGIDENDZONE]
+   The Num. of [RIGIDENDZONE] = 0
+========================================
+
+
+
+========================================
+[9]ReadMaterial()
+----------------------------------------
+  a.Get COMMANDs of [MATERIAL]
+----------------------
+    [MATERIAL_No] = 1
+    [MATERIAL_TAG] = steel_beam
+      [MATERIAL_TYPE] = Elastic
+      [E] = 2000
+      [Nu] = 0.3
+----------------------
+
+----------------------
+    [MATERIAL_No] = 2
+    [MATERIAL_TAG] = steel_column
+      [MATERIAL_TYPE] = Elastic
+      [E] = 200
+      [Nu] = 0.3
+----------------------
+
+   The Num. of [MATERIAL] = 2
+========================================
+
+
+
+========================================
+[10]ReadGUISection()
+----------------------------------------
+  a.Get COMMANDs of [GUI_SECTION]
+
+
+
+========================================
+[11]ReadSection()
+----------------------------------------
+  a.Get COMMANDs of [SECTION]
+
+
+
+========================================
+[12]Read_VDP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_DAPMER_PROPERTIES]
+   The Num. of [VDP] = 0
+========================================
+
+
+
+========================================
+[13]Read_JEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_JOINT_ELEMENT_PROPERTIES]
+   The Num. of [JEP] = 0
+========================================
+
+
+
+========================================
+[13]Read_PEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_PANEL_ELEMENT_PROPERTIES]
+   The Num. of [PEP] = 0
+========================================
+
+
+
+========================================
+[5]ReadNodalLoad()
+----------------------------------------
+  b.Get COMMAND of [GUI_LOADPATTERN]
+----------------------
+    [NODE_TAG] = N1
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N2
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N3
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N4
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N5
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N6
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N7
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N8
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N9
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N10
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N11
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N12
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N13
+      [LOAD_CASE] = DL
+        [FX] = 180
+        [FY] = 180
+        [FZ] = 180
+        [MX] = 180
+        [MY] = 180
+        [MZ] = 180
+----------------------
+
+----------------------
+    [NODE_TAG] = N14
+      [LOAD_CASE] = DL
+        [FX] = 180
+        [FY] = 180
+        [FZ] = 180
+        [MX] = 180
+        [MY] = 180
+        [MZ] = 180
+----------------------
+
+----------------------
+    [NODE_TAG] = N15
+      [LOAD_CASE] = DL
+        [FX] = 180
+        [FY] = 180
+        [FZ] = 180
+        [MX] = 180
+        [MY] = 180
+        [MZ] = 180
+----------------------
+
+----------------------
+    [NODE_TAG] = N16
+      [LOAD_CASE] = DL
+        [FX] = 180
+        [FY] = 180
+        [FZ] = 180
+        [MX] = 180
+        [MY] = 180
+        [MZ] = 180
+----------------------
+
+----------------------
+    [NODE_TAG] = N17
+      [LOAD_CASE] = DL
+        [FX] = 180
+        [FY] = 180
+        [FZ] = 180
+        [MX] = 180
+        [MY] = 180
+        [MZ] = 180
+----------------------
+
+----------------------
+    [NODE_TAG] = N18
+      [LOAD_CASE] = DL
+        [FX] = 180
+        [FY] = 180
+        [FZ] = 180
+        [MX] = 180
+        [MY] = 180
+        [MZ] = 180
+----------------------
+
+----------------------
+    [NODE_TAG] = N19
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N20
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N21
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N22
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N23
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N24
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N25
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N26
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N27
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N28
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N29
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N30
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N31
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N32
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N33
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N34
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N35
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N36
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N37
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N38
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N39
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N40
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N41
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N42
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N43
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N44
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N45
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N46
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N47
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N48
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N49
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N50
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N51
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N52
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N53
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+----------------------
+    [NODE_TAG] = N54
+      [LOAD_CASE] = DL
+        [FX] = 0
+        [FY] = 0
+        [FZ] = 0
+        [MX] = 0
+        [MY] = 0
+        [MZ] = 0
+----------------------
+
+========================================
diff --git a/Data/Static_Linear_Analysis/structure_3/visualize_graph_structure3.py b/Data/Static_Linear_Analysis/structure_3/visualize_graph_structure3.py
new file mode 100644
index 00000000..e3f1fed6
--- /dev/null
+++ b/Data/Static_Linear_Analysis/structure_3/visualize_graph_structure3.py
@@ -0,0 +1,61 @@
+import os
+import torch
+import networkx as nx
+import matplotlib.pyplot as plt
+from mpl_toolkits.mplot3d import Axes3D  # for 3D plots
+
+# Construct path to the .pt file relative to this script
+script_dir = os.path.dirname(os.path.abspath(__file__))
+file_path = os.path.normpath(os.path.join(script_dir, 'structure_graph_NodeAsNode.pt'))
+
+print(f"Loading graph data from: {file_path}")
+
+# Attempt to load the file with weights_only=False to bypass the error
+structure_graph = torch.load(file_path, weights_only=False)
+
+# Assume `structure_graph` is your PyG Data object
+# structure_graph.x is (num_nodes, 11) → [span, story, ID, x, y, z, DoF, mass_flag, load, angle, dist]
+x, y, z = structure_graph.x[:, 3], structure_graph.x[:, 4], structure_graph.x[:, 5]
+
+# Convert to numpy-style dict for positions
+positions = {i: (x[i].item(), y[i].item(), z[i].item()) for i in range(structure_graph.num_nodes)}
+
+# Create undirected graph for visualization
+G = nx.Graph()
+edge_index = structure_graph.edge_index.numpy()
+
+# Add edges
+for i in range(edge_index.shape[1]):
+    src = edge_index[0, i]
+    tgt = edge_index[1, i]
+    G.add_edge(src, tgt)
+
+# 3D Plot (x-y or x-z projection)
+fig = plt.figure(figsize=(10, 8))
+ax = fig.add_subplot(111, projection='3d')
+
+# Plot edges
+for edge in G.edges():
+    x_coords = [positions[edge[0]][0], positions[edge[1]][0]]
+    y_coords = [positions[edge[0]][1], positions[edge[1]][1]]
+    z_coords = [positions[edge[0]][2], positions[edge[1]][2]]
+    ax.plot(x_coords, y_coords, z_coords, c='b')
+
+# Plot nodes
+xs = [positions[i][0] for i in G.nodes]
+ys = [positions[i][1] for i in G.nodes]
+zs = [positions[i][2] for i in G.nodes]
+ax.scatter(xs, ys, zs, c='r', s=10)
+
+# Label each node
+for node_id, (x_, y_, z_) in positions.items():
+    ax.text(x_, y_, z_ + 0.1, str(node_id), fontsize=8, color='black')  # 0.1 offset to lift label above node
+
+# Set axis labels
+ax.set_xlabel('X')
+ax.set_ylabel('Y')
+ax.set_zlabel('Z')
+ax.set_title('3D Structural Graph (PISA3D Model)')
+
+plt.tight_layout()
+plt.show()
diff --git a/Data/Static_Linear_Extrapolation_7_9F/structure_1/structure.ipt_COPY b/Data/Static_Linear_Extrapolation_7_9F/structure_1/structure.ipt_COPY
new file mode 100644
index 00000000..95dd38e8
--- /dev/null
+++ b/Data/Static_Linear_Extrapolation_7_9F/structure_1/structure.ipt_COPY
@@ -0,0 +1,1986 @@
+PISA3D
+C:\Users\ton73\Desktop\SeismicAnalysis\Data\Static_Linear_Extrapolation_7_9F\structure_1\structure.ipt
+kN
+mm
+ControlData    GeometricNL  1
+GUI_Analysis  Gravity  gravity  DL  1  ON
+Analysis  Gravity  DL  1
+GUI_GRID  XDIR  0  6000  12000  18000  24000  30000
+GUI_GRID  YDIR  0  4200  7400  10600  13800  17000  20200  23400  26600  29800
+GUI_GRID  ZDIR  0  6000  12000  18000  24000
+
+
+Node  N1 0 0 0
+Node  N2 0 0 6000
+Node  N3 0 0 12000
+Node  N4 0 0 18000
+Node  N5 0 0 24000
+Node  N6 0 4200 0
+Node  N7 0 4200 6000
+Node  N8 0 4200 12000
+Node  N9 0 4200 18000
+Node  N10 0 4200 24000
+Node  N11 0 7400 0
+Node  N12 0 7400 6000
+Node  N13 0 7400 12000
+Node  N14 0 7400 18000
+Node  N15 0 7400 24000
+Node  N16 0 10600 0
+Node  N17 0 10600 6000
+Node  N18 0 10600 12000
+Node  N19 0 10600 18000
+Node  N20 0 10600 24000
+Node  N21 0 13800 0
+Node  N22 0 13800 6000
+Node  N23 0 13800 12000
+Node  N24 0 13800 18000
+Node  N25 0 13800 24000
+Node  N26 0 17000 0
+Node  N27 0 17000 6000
+Node  N28 0 17000 12000
+Node  N29 0 17000 18000
+Node  N30 0 17000 24000
+Node  N31 0 20200 0
+Node  N32 0 20200 6000
+Node  N33 0 20200 12000
+Node  N34 0 20200 18000
+Node  N35 0 20200 24000
+Node  N36 0 23400 0
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+Element  BeamColumn   E666 N245 N250 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E667 N251 N256 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E668 N256 N261 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E669 N261 N266 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E670 N266 N271 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E671 N271 N276 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E672 N276 N281 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E673 N281 N286 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E674 N286 N291 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E675 N291 N296 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E676 N252 N257 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E677 N257 N262 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E678 N262 N267 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E679 N267 N272 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E680 N272 N277 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E681 N277 N282 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E682 N282 N287 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E683 N287 N292 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E684 N292 N297 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E685 N253 N258 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E686 N258 N263 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E687 N263 N268 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E688 N268 N273 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E689 N273 N278 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E690 N278 N283 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E691 N283 N288 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E692 N288 N293 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E693 N293 N298 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E694 N254 N259 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E695 N259 N264 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E696 N264 N269 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E697 N269 N274 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E698 N274 N279 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E699 N279 N284 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E700 N284 N289 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E701 N289 N294 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E702 N294 N299 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E703 N255 N260 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E704 N260 N265 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E705 N265 N270 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E706 N270 N275 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E707 N275 N280 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E708 N280 N285 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E709 N285 N290 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E710 N290 N295 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E711 N295 N300 column_section 0 0 1  0 0 0  0  0
+
+
+% MATERIAL DATA %
+Material  Elastic steel_beam 2000 0.3
+Material  Elastic steel_column 200 0.3
+
+
+% SECTION DATA %
+GUI_Section I_SHAPE_SECTION beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 200 100 9.65 6.35 100 9.65 
+GUI_SECTION_PROPERTY_FACTOR beam_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR beam_section 1  0.501961  0  
+Section  BCSection03 beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 3077.45 2.06197e+07 1.61219e+06 71347.9 206197 32243.8 1270 1608.33 
+
+GUI_Section BOX_SECTION column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 200 200 10.35 10.35 
+GUI_SECTION_PROPERTY_FACTOR column_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR column_section 1  0  1  
+Section  BCSection03 column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 7851.51 4.72062e+07 4.72062e+07 7.05991e+07 472062 472062 4140 4140 
+
+
+GUI_LoadCase  GUI_AREA_LOAD_DL  DL
+GUI_AREA_LOAD_ASSIGNED_TYPE  BY_BEAN_SPAN_LOAD
+GUI_Output  OutFlag  1  1  0  1  1  1  1
+Output  OutFlag  1  1  0  1  1  1  1
+% RESPONSE HISTORY %
+STOP
diff --git a/Data/Static_Linear_Extrapolation_7_9F/structure_1/structure.ipt_echo b/Data/Static_Linear_Extrapolation_7_9F/structure_1/structure.ipt_echo
new file mode 100644
index 00000000..d7dbfc29
--- /dev/null
+++ b/Data/Static_Linear_Extrapolation_7_9F/structure_1/structure.ipt_echo
@@ -0,0 +1,158 @@
+========================================
+[1]SetCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.First String
+    [ANALYSIS] = 1
+    [CONTROLDATA] = 1
+    [DOF] = 30
+    [ELEMENT] = 711
+    [GUI_ANALYSIS] = 1
+    [GUI_AREA_LOAD_ASSIGNED_TYPE] = 1
+    [GUI_GRID] = 3
+    [GUI_LOADCASE] = 1
+    [GUI_LOADPATTERN] = 300
+    [GUI_OUTPUT] = 1
+    [GUI_SECTION] = 2
+    [GUI_SECTION_DISPLAY_COLOR] = 2
+    [GUI_SECTION_PROPERTY_FACTOR] = 2
+    [KN] = 1
+    [LOADPATTERN] = 300
+    [MASS] = 300
+    [MATERIAL] = 2
+    [MM] = 1
+    [NODE] = 300
+    [OUTPUT] = 1
+    [SECTION] = 2
+    [STOP] = 1
+   The Num. of COMMAND = 1964
+========================================
+
+
+
+========================================
+[2]SetElementCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.Get COMMANDs of [ELEMENT]
+    [BEAMCOLUMN] = 711
+   The Num. of [ELEMENT] = 711
+  c.Get COMMANDs of [GUI_ELEMENT]
+   The Num. of [GUI_ELEMENT] = 0
+========================================
+
+
+
+========================================
+[3]ReadUnit()
+----------------------------------------
+  a.FORCE UNIT: kN
+  b.LENGTH UNIT: mm
+========================================
+
+
+
+========================================
+[4]ReadGeometricNL()
+----------------------------------------
+  a.GeometricNL: 1
+    code 0 = Without Geometric Matrix
+    code 1 = Consider only after every Analysis
+    code 2 = Update before each analysis step
+========================================
+========================================
+[5]ReadEnergyGpDB()
+----------------------------------------
+  a.Get Energy Groups
+   The Num. of [GUI_ENERGYGP] = 0
+========================================
+========================================
+[6]ReadForceGpDB()
+----------------------------------------
+  a.Get Force Groups
+   The Num. of [GUI_FORCEGP] = 0
+========================================
+
+
+
+========================================
+[7]ReadInteractionSurface()
+----------------------------------------
+  a.Get COMMANDs of [INTERACTIONSURFACE]
+   The Num. of [INTERACTIONSURFACE] = 0
+========================================
+
+
+
+========================================
+[8]ReadRigidEndZone()
+----------------------------------------
+  a.Get COMMANDs of [RIGIDENDZONE]
+   The Num. of [RIGIDENDZONE] = 0
+========================================
+
+
+
+========================================
+[9]ReadMaterial()
+----------------------------------------
+  a.Get COMMANDs of [MATERIAL]
+----------------------
+    [MATERIAL_No] = 1
+    [MATERIAL_TAG] = steel_beam
+      [MATERIAL_TYPE] = Elastic
+      [E] = 2000
+      [Nu] = 0.3
+----------------------
+
+----------------------
+    [MATERIAL_No] = 2
+    [MATERIAL_TAG] = steel_column
+      [MATERIAL_TYPE] = Elastic
+      [E] = 200
+      [Nu] = 0.3
+----------------------
+
+   The Num. of [MATERIAL] = 2
+========================================
+
+
+
+========================================
+[10]ReadGUISection()
+----------------------------------------
+  a.Get COMMANDs of [GUI_SECTION]
+
+
+
+========================================
+[11]ReadSection()
+----------------------------------------
+  a.Get COMMANDs of [SECTION]
+
+
+
+========================================
+[12]Read_VDP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_DAPMER_PROPERTIES]
+   The Num. of [VDP] = 0
+========================================
+
+
+
+========================================
+[13]Read_JEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_JOINT_ELEMENT_PROPERTIES]
+   The Num. of [JEP] = 0
+========================================
+
+
+
+========================================
+[13]Read_PEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_PANEL_ELEMENT_PROPERTIES]
+   The Num. of [PEP] = 0
+========================================
diff --git a/Data/Static_Linear_Extrapolation_7_9F/structure_2/structure.ipt_COPY b/Data/Static_Linear_Extrapolation_7_9F/structure_2/structure.ipt_COPY
new file mode 100644
index 00000000..5c58181a
--- /dev/null
+++ b/Data/Static_Linear_Extrapolation_7_9F/structure_2/structure.ipt_COPY
@@ -0,0 +1,644 @@
+PISA3D
+C:\Users\ton73\Desktop\SeismicAnalysis\Data\Static_Linear_Extrapolation_7_9F\structure_2\structure.ipt
+kN
+mm
+ControlData    GeometricNL  1
+GUI_Analysis  Gravity  gravity  DL  1  ON
+Analysis  Gravity  DL  1
+GUI_GRID  XDIR  0  8000  16000  24000
+GUI_GRID  YDIR  0  4200  7400  10600  13800  17000  20200  23400
+GUI_GRID  ZDIR  0  7000  14000
+
+
+Node  N1 0 0 0
+Node  N2 0 0 7000
+Node  N3 0 0 14000
+Node  N4 0 4200 0
+Node  N5 0 4200 7000
+Node  N6 0 4200 14000
+Node  N7 0 7400 0
+Node  N8 0 7400 7000
+Node  N9 0 7400 14000
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+Node  N11 0 10600 7000
+Node  N12 0 10600 14000
+Node  N13 0 13800 0
+Node  N14 0 13800 7000
+Node  N15 0 13800 14000
+Node  N16 0 17000 0
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+Node  N18 0 17000 14000
+Node  N19 0 20200 0
+Node  N20 0 20200 7000
+Node  N21 0 20200 14000
+Node  N22 0 23400 0
+Node  N23 0 23400 7000
+Node  N24 0 23400 14000
+Node  N25 8000 0 0
+Node  N26 8000 0 7000
+Node  N27 8000 0 14000
+Node  N28 8000 4200 0
+Node  N29 8000 4200 7000
+Node  N30 8000 4200 14000
+Node  N31 8000 7400 0
+Node  N32 8000 7400 7000
+Node  N33 8000 7400 14000
+Node  N34 8000 10600 0
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+Node  N40 8000 17000 0
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+Node  N47 8000 23400 7000
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+Node  N50 16000 0 7000
+Node  N51 16000 0 14000
+Node  N52 16000 4200 0
+Node  N53 16000 4200 7000
+Node  N54 16000 4200 14000
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+Node  N57 16000 7400 14000
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+Node  N95 24000 23400 7000
+Node  N96 24000 23400 14000
+
+
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+DOF  N74 -1 -1 -1 -1 -1 -1
+DOF  N75 -1 -1 -1 -1 -1 -1
+
+
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+Mass  N67 0.0145086 0.0145086 0.0145086 4424833 10384360 6259938
+Mass  N68 0.0253865 0.0253865 0.0253865 8701280 19832641 11435409
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+Mass  N72 0.0136052 0.0136052 0.0136052 4350640 10384360 6185744
+Mass  N73 0.0079356 0.0079356 0.0079356 2149198 4567365 2755486
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+Mass  N76 0.0088391 0.0088391 0.0088391 2536942 5348955 3297719
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+Mass  N85 0.0085567 0.0085567 0.0085567 2443385 5348955 3204162
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+Mass  N88 0.0085567 0.0085567 0.0085567 2443385 5348955 3204162
+Mass  N89 0.0143946 0.0143946 0.0143946 4738383 10229870 5791898
+Mass  N90 0.0085567 0.0085567 0.0085567 2443385 5348955 3204162
+Mass  N91 0.0085567 0.0085567 0.0085567 2443385 5348955 3204162
+Mass  N92 0.0143946 0.0143946 0.0143946 4738383 10229870 5791898
+Mass  N93 0.0085567 0.0085567 0.0085567 2443385 5348955 3204162
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+Mass  N96 0.0076533 0.0076533 0.0076533 2369191 5348955 3129969
+
+
+LoadPattern  NodalLoad  DL N1 0.00 -77.85 0.00 0 0 0
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+Element  BeamColumn   E103 N89 N90 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E104 N19 N20 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E105 N20 N21 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E106 N43 N44 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E107 N44 N45 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E108 N67 N68 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E109 N68 N69 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E110 N91 N92 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E111 N92 N93 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E112 N22 N23 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E113 N23 N24 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E114 N46 N47 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E115 N47 N48 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E116 N70 N71 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E117 N71 N72 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E118 N94 N95 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E119 N95 N96 beam_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E120 N1 N4 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E121 N4 N7 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E122 N7 N10 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E123 N10 N13 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E124 N13 N16 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E125 N16 N19 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E126 N19 N22 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E127 N2 N5 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E128 N5 N8 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E129 N8 N11 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E130 N11 N14 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E131 N14 N17 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E132 N17 N20 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E133 N20 N23 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E134 N3 N6 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E135 N6 N9 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E136 N9 N12 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E137 N12 N15 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E138 N15 N18 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E139 N18 N21 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E140 N21 N24 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E141 N25 N28 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E142 N28 N31 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E143 N31 N34 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E144 N34 N37 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E145 N37 N40 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E146 N40 N43 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E147 N43 N46 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E148 N26 N29 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E149 N29 N32 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E150 N32 N35 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E151 N35 N38 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E152 N38 N41 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E153 N41 N44 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E154 N44 N47 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E155 N27 N30 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E156 N30 N33 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E157 N33 N36 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E158 N36 N39 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E159 N39 N42 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E160 N42 N45 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E161 N45 N48 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E162 N49 N52 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E163 N52 N55 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E164 N55 N58 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E165 N58 N61 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E166 N61 N64 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E167 N64 N67 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E168 N67 N70 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E169 N50 N53 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E170 N53 N56 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E171 N56 N59 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E172 N59 N62 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E173 N62 N65 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E174 N65 N68 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E175 N68 N71 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E176 N51 N54 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E177 N54 N57 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E178 N57 N60 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E179 N60 N63 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E180 N63 N66 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E181 N66 N69 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E182 N69 N72 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E183 N73 N76 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E184 N76 N79 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E185 N79 N82 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E186 N82 N85 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E187 N85 N88 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E188 N88 N91 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E189 N91 N94 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E190 N74 N77 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E191 N77 N80 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E192 N80 N83 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E193 N83 N86 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E194 N86 N89 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E195 N89 N92 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E196 N92 N95 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E197 N75 N78 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E198 N78 N81 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E199 N81 N84 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E200 N84 N87 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E201 N87 N90 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E202 N90 N93 column_section 0 0 1  0 0 0  0  0
+Element  BeamColumn   E203 N93 N96 column_section 0 0 1  0 0 0  0  0
+
+
+% MATERIAL DATA %
+Material  Elastic steel_beam 2000 0.3
+Material  Elastic steel_column 200 0.3
+
+
+% SECTION DATA %
+GUI_Section I_SHAPE_SECTION beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 200 100 9.65 6.35 100 9.65 
+GUI_SECTION_PROPERTY_FACTOR beam_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR beam_section 1  0.501961  0  
+Section  BCSection03 beam_section steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam steel_beam 0 3077.45 2.06197e+07 1.61219e+06 71347.9 206197 32243.8 1270 1608.33 
+
+GUI_Section BOX_SECTION column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 200 200 10.35 10.35 
+GUI_SECTION_PROPERTY_FACTOR column_section 1 1 1 1 1 1 1 1 
+GUI_SECTION_DISPLAY_COLOR column_section 1  0  1  
+Section  BCSection03 column_section steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column steel_column 0 7851.51 4.72062e+07 4.72062e+07 7.05991e+07 472062 472062 4140 4140 
+
+
+GUI_LoadCase  GUI_AREA_LOAD_DL  DL
+GUI_AREA_LOAD_ASSIGNED_TYPE  BY_BEAN_SPAN_LOAD
+GUI_Output  OutFlag  1  1  0  1  1  1  1
+Output  OutFlag  1  1  0  1  1  1  1
+% RESPONSE HISTORY %
+STOP
diff --git a/Data/Static_Linear_Extrapolation_7_9F/structure_2/structure.ipt_echo b/Data/Static_Linear_Extrapolation_7_9F/structure_2/structure.ipt_echo
new file mode 100644
index 00000000..d3f9a5eb
--- /dev/null
+++ b/Data/Static_Linear_Extrapolation_7_9F/structure_2/structure.ipt_echo
@@ -0,0 +1,158 @@
+========================================
+[1]SetCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.First String
+    [ANALYSIS] = 1
+    [CONTROLDATA] = 1
+    [DOF] = 12
+    [ELEMENT] = 203
+    [GUI_ANALYSIS] = 1
+    [GUI_AREA_LOAD_ASSIGNED_TYPE] = 1
+    [GUI_GRID] = 3
+    [GUI_LOADCASE] = 1
+    [GUI_LOADPATTERN] = 96
+    [GUI_OUTPUT] = 1
+    [GUI_SECTION] = 2
+    [GUI_SECTION_DISPLAY_COLOR] = 2
+    [GUI_SECTION_PROPERTY_FACTOR] = 2
+    [KN] = 1
+    [LOADPATTERN] = 96
+    [MASS] = 96
+    [MATERIAL] = 2
+    [MM] = 1
+    [NODE] = 96
+    [OUTPUT] = 1
+    [SECTION] = 2
+    [STOP] = 1
+   The Num. of COMMAND = 622
+========================================
+
+
+
+========================================
+[2]SetElementCommandIndex()
+----------------------------------------
+  a.UpperCase()
+  b.Get COMMANDs of [ELEMENT]
+    [BEAMCOLUMN] = 203
+   The Num. of [ELEMENT] = 203
+  c.Get COMMANDs of [GUI_ELEMENT]
+   The Num. of [GUI_ELEMENT] = 0
+========================================
+
+
+
+========================================
+[3]ReadUnit()
+----------------------------------------
+  a.FORCE UNIT: kN
+  b.LENGTH UNIT: mm
+========================================
+
+
+
+========================================
+[4]ReadGeometricNL()
+----------------------------------------
+  a.GeometricNL: 1
+    code 0 = Without Geometric Matrix
+    code 1 = Consider only after every Analysis
+    code 2 = Update before each analysis step
+========================================
+========================================
+[5]ReadEnergyGpDB()
+----------------------------------------
+  a.Get Energy Groups
+   The Num. of [GUI_ENERGYGP] = 0
+========================================
+========================================
+[6]ReadForceGpDB()
+----------------------------------------
+  a.Get Force Groups
+   The Num. of [GUI_FORCEGP] = 0
+========================================
+
+
+
+========================================
+[7]ReadInteractionSurface()
+----------------------------------------
+  a.Get COMMANDs of [INTERACTIONSURFACE]
+   The Num. of [INTERACTIONSURFACE] = 0
+========================================
+
+
+
+========================================
+[8]ReadRigidEndZone()
+----------------------------------------
+  a.Get COMMANDs of [RIGIDENDZONE]
+   The Num. of [RIGIDENDZONE] = 0
+========================================
+
+
+
+========================================
+[9]ReadMaterial()
+----------------------------------------
+  a.Get COMMANDs of [MATERIAL]
+----------------------
+    [MATERIAL_No] = 1
+    [MATERIAL_TAG] = steel_beam
+      [MATERIAL_TYPE] = Elastic
+      [E] = 2000
+      [Nu] = 0.3
+----------------------
+
+----------------------
+    [MATERIAL_No] = 2
+    [MATERIAL_TAG] = steel_column
+      [MATERIAL_TYPE] = Elastic
+      [E] = 200
+      [Nu] = 0.3
+----------------------
+
+   The Num. of [MATERIAL] = 2
+========================================
+
+
+
+========================================
+[10]ReadGUISection()
+----------------------------------------
+  a.Get COMMANDs of [GUI_SECTION]
+
+
+
+========================================
+[11]ReadSection()
+----------------------------------------
+  a.Get COMMANDs of [SECTION]
+
+
+
+========================================
+[12]Read_VDP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_DAPMER_PROPERTIES]
+   The Num. of [VDP] = 0
+========================================
+
+
+
+========================================
+[13]Read_JEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_JOINT_ELEMENT_PROPERTIES]
+   The Num. of [JEP] = 0
+========================================
+
+
+
+========================================
+[13]Read_PEP()
+----------------------------------------
+  a.Get COMMANDs of [GUI_PANEL_ELEMENT_PROPERTIES]
+   The Num. of [PEP] = 0
+========================================
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diff --git a/GNN_SAP2000/layers.py b/GNN_SAP2000/layers.py
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index 00000000..e7370c8b
--- /dev/null
+++ b/GNN_SAP2000/layers.py
@@ -0,0 +1,55 @@
+import torch
+import torch.nn as nn
+from torch_geometric.nn import MessagePassing
+import torch.nn.functional as F
+from torch.nn import init
+from torch_scatter import scatter_add
+from torch_geometric.utils import add_remaining_self_loops
+import math
+
+
+class MLP(torch.nn.Module):
+    def __init__(self, input_dim, hidden_dim, output_dim, act=False, dropout=False, p=0.5, **kwargs):
+        super(MLP, self).__init__()
+        self.dropout = dropout
+        self.act = act
+        self.p = p
+        concat_dim = [input_dim] + list(hidden_dim) + [output_dim]
+
+        self.module_list = nn.ModuleList()
+        for i in range(len(concat_dim)-1):
+            self.module_list.append(nn.Linear(concat_dim[i], concat_dim[i+1]))
+    
+    def forward(self, x):
+        for i, module in enumerate(self.module_list):
+            x = module(x)
+            if self.act and i != len(self.module_list)-1:
+            # if self.act:
+                x = F.relu(x)
+            if self.dropout:
+                x = F.dropout(x, p=self.p, training=self.training)
+        return x
+
+        
+    
+class GraphNetwork_layer(MessagePassing):
+    def __init__(self, input_dim, output_dim, edge_attr_dim=3, message_dim=None, aggr='mean'):
+        super(GraphNetwork_layer, self).__init__()
+        self.aggr = aggr
+        message_dim = input_dim if message_dim is None else message_dim
+
+        self.messageMLP = MLP(input_dim * 2 + edge_attr_dim, [], message_dim, act=False, dropout=False)
+        self.outputMLP = MLP(input_dim + message_dim, [], output_dim, act=False, dropout=False)
+        
+
+    def forward(self, x, edge_index, edge_attr):
+        return self.propagate(edge_index, x=x, edge_attr=edge_attr, messageMLP=self.messageMLP, outputMLP=self.outputMLP)
+
+    def message(self, x_i, x_j, edge_attr, messageMLP):
+        return messageMLP(torch.cat((x_i, x_j, edge_attr), dim=-1))
+
+    def update(self, aggr_out, x, outputMLP):
+        return outputMLP(torch.cat((x, aggr_out), dim=-1))
+
+
+     
diff --git a/GNN_SAP2000/losses.py b/GNN_SAP2000/losses.py
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index 00000000..571f59ad
--- /dev/null
+++ b/GNN_SAP2000/losses.py
@@ -0,0 +1,140 @@
+# Self-defined loss class
+# https://spandan-madan.github.io/A-Collection-of-important-tasks-in-pytorch/
+import torch
+import torch.nn as nn
+
+
+def _masked_abs(pred, target, threshold, dim_weights=None, reduction="sum"):
+    """
+    L1 with mask (|target| > threshold). Optional per-dimension weights.
+    pred, target: [*, D]
+    dim_weights:  [D] or None
+    reduction: "sum" or "mean"
+    """
+    if threshold is None:
+        mask = torch.ones_like(target, dtype=torch.bool)
+    else:
+        mask = target.abs() > threshold
+
+    diff = (pred - target).abs()  # [*, D]
+
+    if dim_weights is not None:
+        # broadcast weights across batch/edges
+        w = dim_weights.to(diff.device).view(*([1] * (diff.dim() - 1)), -1)
+        diff = diff * w
+
+    if mask.any():
+        vals = diff[mask]
+        return vals.sum() if reduction == "sum" else vals.mean()
+    else:
+        return torch.zeros(1, device=pred.device).sum()  # scalar 0 on correct device
+
+
+def _masked_sq(pred, target, threshold, dim_weights=None, reduction="sum"):
+    """
+    L2 with mask (|target| > threshold). Optional per-dimension weights.
+    """
+    if threshold is None:
+        mask = torch.ones_like(target, dtype=torch.bool)
+    else:
+        mask = target.abs() > threshold
+
+    diff2 = (pred - target) ** 2  # [*, D]
+
+    if dim_weights is not None:
+        w = dim_weights.to(diff2.device).view(*([1] * (diff2.dim() - 1)), -1)
+        diff2 = diff2 * w
+
+    if mask.any():
+        vals = diff2[mask]
+        return vals.sum() if reduction == "sum" else vals.mean()
+    else:
+        return torch.zeros(1, device=pred.device).sum()
+
+
+# ---------------- Node-only (backward compatible) ----------------
+
+class L1_Loss(nn.Module):
+    def __init__(self, reduction="sum"):
+        super().__init__()
+        self.reduction = reduction
+
+    def forward(self, node_out, node_y, accuracy_threshold):
+        # Node-only L1 (masked), same behavior as your original (sum by default)
+        return _masked_abs(node_out, node_y, accuracy_threshold, reduction=self.reduction)
+
+
+class L2_Loss(nn.Module):
+    def __init__(self, reduction="sum"):
+        super().__init__()
+        self.reduction = reduction
+
+    def forward(self, node_out, node_y, accuracy_threshold):
+        return _masked_sq(node_out, node_y, accuracy_threshold, reduction=self.reduction)
+
+
+# ---------------- Combined Node + Edge losses ----------------
+
+class NodeEdgeL1Loss(nn.Module):
+    """
+    Combined masked L1 for nodes (2 dims: [dispX, dispY]) and edges (6 dims:
+    [axial_shear, shear2, shear3, moment2, moment3, torsion]).
+    You can weight node vs edge, and per-dimension within each head.
+    """
+    def __init__(self, node_weight=1.0, edge_weight=1.0, reduction="sum"):
+        super().__init__()
+        self.node_weight = node_weight
+        self.edge_weight = edge_weight
+        self.reduction = reduction
+
+    def forward(
+        self,
+        node_out, node_y,
+        edge_out=None, edge_y=None,
+        node_thresh=1e-4, edge_thresh=1e-4,
+        node_dim_weights=None,  # shape [2] or None
+        edge_dim_weights=None   # shape [6] or None
+    ):
+        # Node part (required)
+        node_loss = _masked_abs(
+            node_out, node_y, node_thresh, dim_weights=node_dim_weights, reduction=self.reduction
+        )
+
+        # Edge part (optional)
+        if (edge_out is not None) and (edge_y is not None):
+            edge_loss = _masked_abs(
+                edge_out, edge_y, edge_thresh, dim_weights=edge_dim_weights, reduction=self.reduction
+            )
+        else:
+            edge_loss = torch.zeros(1, device=node_out.device).sum()
+
+        return self.node_weight * node_loss + self.edge_weight * edge_loss
+
+
+class NodeEdgeL2Loss(nn.Module):
+    """Same as above but L2."""
+    def __init__(self, node_weight=1.0, edge_weight=1.0, reduction="sum"):
+        super().__init__()
+        self.node_weight = node_weight
+        self.edge_weight = edge_weight
+        self.reduction = reduction
+
+    def forward(
+        self,
+        node_out, node_y,
+        edge_out=None, edge_y=None,
+        node_thresh=1e-4, edge_thresh=1e-4,
+        node_dim_weights=None,  # shape [2] or None
+        edge_dim_weights=None   # shape [6] or None
+    ):
+        node_loss = _masked_sq(
+            node_out, node_y, node_thresh, dim_weights=node_dim_weights, reduction=self.reduction
+        )
+        if (edge_out is not None) and (edge_y is not None):
+            edge_loss = _masked_sq(
+                edge_out, edge_y, edge_thresh, dim_weights=edge_dim_weights, reduction=self.reduction
+            )
+        else:
+            edge_loss = torch.zeros(1, device=node_out.device).sum()
+
+        return self.node_weight * node_loss + self.edge_weight * edge_loss
diff --git a/GNN_SAP2000/models.py b/GNN_SAP2000/models.py
new file mode 100644
index 00000000..6dc04485
--- /dev/null
+++ b/GNN_SAP2000/models.py
@@ -0,0 +1,141 @@
+import torch
+import torch.nn as nn
+import torch.nn.functional as F
+import torch_geometric as tg
+from .layers import *
+
+class Structure_GraphNetwork(torch.nn.Module):
+    """
+    Node head: 2 outputs per node -> [dispX, dispY]
+    Edge head: 6 outputs per edge -> [axial_shear, shear2, shear3, moment2, moment3, torsion]
+    Returns: (node_out [N,2], edge_out [E,6])
+    """
+    def __init__(
+        self,
+        layer_num,
+        input_dim,
+        hidden_dim,
+        edge_attr_dim,
+        aggr,
+        gnn_act=True,
+        gnn_dropout=True,
+        dropout_p=0.0,
+        node_out_dim=2,     # [dispX, dispY]
+        edge_out_dim=6,     # [axial_shear, shear2, shear3, moment2, moment3, torsion]
+        include_edge_attr_in_edge_head=True,
+        device="cuda",
+        **kwargs
+    ):
+        super().__init__()
+        self.layer_num = layer_num
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        self.device = device
+        self.include_edge_attr_in_edge_head = include_edge_attr_in_edge_head
+
+        # --- Encoder & GNN ---
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        self.conv_layer = GraphNetwork_layer(
+            hidden_dim, hidden_dim, aggr=aggr, edge_attr_dim=edge_attr_dim
+        )
+
+        # --- Decoders ---
+        # Node: single compact head -> 2 targets
+        self.node_decoder = MLP(hidden_dim, [64], node_out_dim, act=True, dropout=False)
+
+        # Edge: concatenation of [x_src, x_dst, (edge_attr?)] -> 6 targets
+        edge_in_dim = hidden_dim * 2 + (edge_attr_dim if include_edge_attr_in_edge_head else 0)
+        self.edge_decoder = MLP(edge_in_dim, [128, 64], edge_out_dim, act=True, dropout=False)
+
+    def forward(self, x, edge_index, edge_attr):
+        # Encode nodes
+        x = self.encoder(x)
+
+        # Message passing
+        for _ in range(self.layer_num):
+            x = self.conv_layer(x, edge_index, edge_attr)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+
+        # --- Node outputs: [N,2] -> [dispX, dispY] ---
+        node_out = self.node_decoder(x)
+
+        # --- Edge outputs: [E,6] in the specified order ---
+        src, dst = edge_index
+        x_src = x[src]                   # [E, H]
+        x_dst = x[dst]                   # [E, H]
+
+        if self.include_edge_attr_in_edge_head and edge_attr is not None:
+            edge_feats = torch.cat([x_src, x_dst, edge_attr], dim=-1)
+        else:
+            edge_feats = torch.cat([x_src, x_dst], dim=-1)
+
+        edge_out = self.edge_decoder(edge_feats)  # [E,6]
+
+        return node_out, edge_out
+
+
+class Structure_GraphNetwork_pseudo(torch.nn.Module):
+    """
+    Same heads/returns as Structure_GraphNetwork, but mirrors your original 'pseudo' setup.
+    Note: original pseudo GraphNetwork_layer didn't pass edge_attr_dim; we keep that behavior.
+    """
+    def __init__(
+        self,
+        input_dim,
+        hidden_dim,
+        aggr,
+        edge_attr_dim,   # kept for signature symmetry
+        gnn_act=True,
+        gnn_dropout=True,
+        dropout_p=0.0,
+        node_out_dim=2,
+        edge_out_dim=6,
+        include_edge_attr_in_edge_head=True,
+        device="cuda",
+        **kwargs
+    ):
+        super().__init__()
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        self.device = device
+        self.include_edge_attr_in_edge_head = include_edge_attr_in_edge_head
+        self.edge_attr_dim = edge_attr_dim
+
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        # original pseudo class didn't forward edge_attr_dim to the layer
+        self.conv_layer = GraphNetwork_layer(hidden_dim, hidden_dim, aggr=aggr)
+
+        self.node_decoder = MLP(hidden_dim, [64], node_out_dim, act=True, dropout=False)
+
+        edge_in_dim = hidden_dim * 2 + (edge_attr_dim if include_edge_attr_in_edge_head else 0)
+        self.edge_decoder = MLP(edge_in_dim, [128, 64], edge_out_dim, act=True, dropout=False)
+
+    def forward(self, x, edge_index, edge_attr, layer_num):
+        x = self.encoder(x)
+
+        for _ in range(layer_num):
+            x = self.conv_layer(x, edge_index, edge_attr)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+
+        node_out = self.node_decoder(x)
+
+        src, dst = edge_index
+        x_src = x[src]
+        x_dst = x[dst]
+
+        if self.include_edge_attr_in_edge_head and edge_attr is not None:
+            edge_feats = torch.cat([x_src, x_dst, edge_attr], dim=-1)
+        else:
+            edge_feats = torch.cat([x_src, x_dst], dim=-1)
+
+        edge_out = self.edge_decoder(edge_feats)
+
+        return node_out, edge_out
diff --git a/GNN_SAP2000/models_compare.py b/GNN_SAP2000/models_compare.py
new file mode 100644
index 00000000..12b400ee
--- /dev/null
+++ b/GNN_SAP2000/models_compare.py
@@ -0,0 +1,183 @@
+import torch
+import torch.nn as nn
+import torch.nn.functional as F
+import torch_geometric as tg
+from .layers import *
+
+
+
+class Structure_GCN(torch.nn.Module):
+    def __init__(self, layer_num, input_dim, hidden_dim, aggr, edge_attr_dim,
+                 gnn_act=True, gnn_dropout=True, dropout_p=0.0,
+                 node_out_dispX_dim=1, node_out_dispZ_dim=1,
+                 node_out_momentY_dim=6, node_out_momentZ_dim=6,
+                 node_out_shearY_dim=6, node_out_shearZ_dim=6,
+                 **kwargs):
+        super(Structure_GCN, self).__init__()
+        self.layer_num = layer_num
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        
+        self.conv_layer = tg.nn.GCNConv(hidden_dim, hidden_dim, aggr=aggr)      
+            
+        self.node_dispX_decoder = MLP(hidden_dim, [64], node_out_dispX_dim, act=True, dropout=False)
+        self.node_dispZ_decoder = MLP(hidden_dim, [64], node_out_dispZ_dim, act=True, dropout=False)
+        self.node_momentY_decoder = MLP(hidden_dim, [64], node_out_momentY_dim, act=True, dropout=False)
+        self.node_momentZ_decoder = MLP(hidden_dim, [64], node_out_momentZ_dim, act=True, dropout=False)
+        self.node_shearY_decoder = MLP(hidden_dim, [64], node_out_shearY_dim, act=True, dropout=False)
+        self.node_shearZ_decoder = MLP(hidden_dim, [64], node_out_shearZ_dim, act=True, dropout=False)
+
+        
+        
+    def forward(self, x, edge_index, edge_attr):
+        x = self.encoder(x)
+                
+        for i in range(self.layer_num):
+            x = self.conv_layer(x, edge_index)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+                
+        # Node output
+        node_out_dispX = self.node_dispX_decoder(x)
+        node_out_dispZ = self.node_dispZ_decoder(x)
+        node_out_momentY = self.node_momentY_decoder(x)
+        node_out_momentZ = self.node_momentZ_decoder(x)
+        node_out_shearY = self.node_shearY_decoder(x)
+        node_out_shearZ = self.node_shearZ_decoder(x)
+
+        
+        node_out = torch.zeros(size=(x.shape[0], 26)).to("cuda")
+        node_out[:, 0] = node_out_dispX[:, 0]
+        node_out[:, 1] = node_out_dispZ[:, 0]
+        node_out[:, 2:8] = node_out_momentY[:, :]
+        node_out[:, 8:14] = node_out_momentZ[:, :]
+        node_out[:, 14:20] = node_out_shearY[:, :]
+        node_out[:, 20:26] = node_out_shearZ[:, :]
+                
+        return node_out
+
+
+    
+class Structure_GAT(torch.nn.Module):
+    def __init__(self, layer_num, input_dim, hidden_dim, aggr, edge_attr_dim,
+                 gnn_act=True, gnn_dropout=True, dropout_p=0.0,
+                 node_out_dispX_dim=1, node_out_dispZ_dim=1,
+                 node_out_momentY_dim=6, node_out_momentZ_dim=6,
+                 node_out_shearY_dim=6, node_out_shearZ_dim=6,
+                 **kwargs):
+        super(Structure_GAT, self).__init__()
+        self.layer_num = layer_num
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        
+        self.conv_layer = tg.nn.GATConv(hidden_dim, hidden_dim, aggr=aggr)      
+            
+        self.node_dispX_decoder = MLP(hidden_dim, [64], node_out_dispX_dim, act=True, dropout=False)
+        self.node_dispZ_decoder = MLP(hidden_dim, [64], node_out_dispZ_dim, act=True, dropout=False)
+        self.node_momentY_decoder = MLP(hidden_dim, [64], node_out_momentY_dim, act=True, dropout=False)
+        self.node_momentZ_decoder = MLP(hidden_dim, [64], node_out_momentZ_dim, act=True, dropout=False)
+        self.node_shearY_decoder = MLP(hidden_dim, [64], node_out_shearY_dim, act=True, dropout=False)
+        self.node_shearZ_decoder = MLP(hidden_dim, [64], node_out_shearZ_dim, act=True, dropout=False)
+
+        
+        
+    def forward(self, x, edge_index, edge_attr):
+        x = self.encoder(x)
+                
+        for i in range(self.layer_num):
+            x = self.conv_layer(x, edge_index)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+                
+        # Node output
+        node_out_dispX = self.node_dispX_decoder(x)
+        node_out_dispZ = self.node_dispZ_decoder(x)
+        node_out_momentY = self.node_momentY_decoder(x)
+        node_out_momentZ = self.node_momentZ_decoder(x)
+        node_out_shearY = self.node_shearY_decoder(x)
+        node_out_shearZ = self.node_shearZ_decoder(x)
+
+        
+        node_out = torch.zeros(size=(x.shape[0], 26)).to("cuda")
+        node_out[:, 0] = node_out_dispX[:, 0]
+        node_out[:, 1] = node_out_dispZ[:, 0]
+        node_out[:, 2:8] = node_out_momentY[:, :]
+        node_out[:, 8:14] = node_out_momentZ[:, :]
+        node_out[:, 14:20] = node_out_shearY[:, :]
+        node_out[:, 20:26] = node_out_shearZ[:, :]
+                
+        return node_out
+
+
+
+class Structure_GIN(torch.nn.Module):
+    def __init__(self, layer_num, input_dim, hidden_dim, aggr, edge_attr_dim,
+                 gnn_act=True, gnn_dropout=True, dropout_p=0.0,
+                 node_out_dispX_dim=1, node_out_dispZ_dim=1,
+                 node_out_momentY_dim=6, node_out_momentZ_dim=6,
+                 node_out_shearY_dim=6, node_out_shearZ_dim=6,
+                 **kwargs):
+        super(Structure_GIN, self).__init__()
+        self.layer_num = layer_num
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        
+        self.conv_nn = nn.Linear(hidden_dim, hidden_dim)
+        self.conv_layer = tg.nn.GINConv(self.conv_nn, aggr=aggr)      
+            
+        self.node_dispX_decoder = MLP(hidden_dim, [64], node_out_dispX_dim, act=True, dropout=False)
+        self.node_dispZ_decoder = MLP(hidden_dim, [64], node_out_dispZ_dim, act=True, dropout=False)
+        self.node_momentY_decoder = MLP(hidden_dim, [64], node_out_momentY_dim, act=True, dropout=False)
+        self.node_momentZ_decoder = MLP(hidden_dim, [64], node_out_momentZ_dim, act=True, dropout=False)
+        self.node_shearY_decoder = MLP(hidden_dim, [64], node_out_shearY_dim, act=True, dropout=False)
+        self.node_shearZ_decoder = MLP(hidden_dim, [64], node_out_shearZ_dim, act=True, dropout=False)
+
+        
+        
+    def forward(self, x, edge_index, edge_attr):
+        x = self.encoder(x)
+                
+        for i in range(self.layer_num):
+            x = self.conv_layer(x, edge_index)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+                
+        # Node output
+        node_out_dispX = self.node_dispX_decoder(x)
+        node_out_dispZ = self.node_dispZ_decoder(x)
+        node_out_momentY = self.node_momentY_decoder(x)
+        node_out_momentZ = self.node_momentZ_decoder(x)
+        node_out_shearY = self.node_shearY_decoder(x)
+        node_out_shearZ = self.node_shearZ_decoder(x)
+
+        
+        node_out = torch.zeros(size=(x.shape[0], 26)).to("cuda")
+        node_out[:, 0] = node_out_dispX[:, 0]
+        node_out[:, 1] = node_out_dispZ[:, 0]
+        node_out[:, 2:8] = node_out_momentY[:, :]
+        node_out[:, 8:14] = node_out_momentZ[:, :]
+        node_out[:, 14:20] = node_out_shearY[:, :]
+        node_out[:, 20:26] = node_out_shearZ[:, :]
+                
+        return node_out
+
+
+
+   
+  
+
diff --git a/GNN_SAP2000/models_compare_pseudo.py b/GNN_SAP2000/models_compare_pseudo.py
new file mode 100644
index 00000000..e78d598c
--- /dev/null
+++ b/GNN_SAP2000/models_compare_pseudo.py
@@ -0,0 +1,177 @@
+import torch
+import torch.nn as nn
+import torch.nn.functional as F
+import torch_geometric as tg
+from .layers import *
+
+
+
+
+class Structure_GCN_pseudo(torch.nn.Module):
+    def __init__(self, input_dim, hidden_dim, aggr, edge_attr_dim,
+                 gnn_act=True, gnn_dropout=True, dropout_p=0.0,
+                 node_out_dispX_dim=1, node_out_dispZ_dim=1,
+                 node_out_momentY_dim=6, node_out_momentZ_dim=6,
+                 node_out_shearY_dim=6, node_out_shearZ_dim=6,
+                 **kwargs):
+        super(Structure_GCN_pseudo, self).__init__()
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        
+        self.conv_layer = tg.nn.GCNConv(hidden_dim, hidden_dim, aggr=aggr)      
+            
+        self.node_dispX_decoder = MLP(hidden_dim, [64], node_out_dispX_dim, act=True, dropout=False)
+        self.node_dispZ_decoder = MLP(hidden_dim, [64], node_out_dispZ_dim, act=True, dropout=False)
+        self.node_momentY_decoder = MLP(hidden_dim, [64], node_out_momentY_dim, act=True, dropout=False)
+        self.node_momentZ_decoder = MLP(hidden_dim, [64], node_out_momentZ_dim, act=True, dropout=False)
+        self.node_shearY_decoder = MLP(hidden_dim, [64], node_out_shearY_dim, act=True, dropout=False)
+        self.node_shearZ_decoder = MLP(hidden_dim, [64], node_out_shearZ_dim, act=True, dropout=False)
+
+        
+        
+    def forward(self, x, edge_index, edge_attr, layer_num):
+        x = self.encoder(x)
+                
+        for i in range(layer_num):
+            x = self.conv_layer(x, edge_index)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+                
+        # Node output
+        node_out_dispX = self.node_dispX_decoder(x)
+        node_out_dispZ = self.node_dispZ_decoder(x)
+        node_out_momentY = self.node_momentY_decoder(x)
+        node_out_momentZ = self.node_momentZ_decoder(x)
+        node_out_shearY = self.node_shearY_decoder(x)
+        node_out_shearZ = self.node_shearZ_decoder(x)
+
+        
+        node_out = torch.zeros(size=(x.shape[0], 26)).to("cuda")
+        node_out[:, 0] = node_out_dispX[:, 0]
+        node_out[:, 1] = node_out_dispZ[:, 0]
+        node_out[:, 2:8] = node_out_momentY[:, :]
+        node_out[:, 8:14] = node_out_momentZ[:, :]
+        node_out[:, 14:20] = node_out_shearY[:, :]
+        node_out[:, 20:26] = node_out_shearZ[:, :]
+                
+        return node_out
+
+
+    
+class Structure_GAT_pseudo(torch.nn.Module):
+    def __init__(self, input_dim, hidden_dim, aggr, edge_attr_dim,
+                 gnn_act=True, gnn_dropout=True, dropout_p=0.0,
+                 node_out_dispX_dim=1, node_out_dispZ_dim=1,
+                 node_out_momentY_dim=6, node_out_momentZ_dim=6,
+                 node_out_shearY_dim=6, node_out_shearZ_dim=6,
+                 **kwargs):
+        super(Structure_GAT_pseudo, self).__init__()
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        
+        self.conv_layer = tg.nn.GATConv(hidden_dim, hidden_dim, aggr=aggr)      
+            
+        self.node_dispX_decoder = MLP(hidden_dim, [64], node_out_dispX_dim, act=True, dropout=False)
+        self.node_dispZ_decoder = MLP(hidden_dim, [64], node_out_dispZ_dim, act=True, dropout=False)
+        self.node_momentY_decoder = MLP(hidden_dim, [64], node_out_momentY_dim, act=True, dropout=False)
+        self.node_momentZ_decoder = MLP(hidden_dim, [64], node_out_momentZ_dim, act=True, dropout=False)
+        self.node_shearY_decoder = MLP(hidden_dim, [64], node_out_shearY_dim, act=True, dropout=False)
+        self.node_shearZ_decoder = MLP(hidden_dim, [64], node_out_shearZ_dim, act=True, dropout=False)
+
+        
+        
+    def forward(self, x, edge_index, edge_attr, layer_num):
+        x = self.encoder(x)
+                
+        for i in range(layer_num):
+            x = self.conv_layer(x, edge_index)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+                
+        # Node output
+        node_out_dispX = self.node_dispX_decoder(x)
+        node_out_dispZ = self.node_dispZ_decoder(x)
+        node_out_momentY = self.node_momentY_decoder(x)
+        node_out_momentZ = self.node_momentZ_decoder(x)
+        node_out_shearY = self.node_shearY_decoder(x)
+        node_out_shearZ = self.node_shearZ_decoder(x)
+
+        
+        node_out = torch.zeros(size=(x.shape[0], 26)).to("cuda")
+        node_out[:, 0] = node_out_dispX[:, 0]
+        node_out[:, 1] = node_out_dispZ[:, 0]
+        node_out[:, 2:8] = node_out_momentY[:, :]
+        node_out[:, 8:14] = node_out_momentZ[:, :]
+        node_out[:, 14:20] = node_out_shearY[:, :]
+        node_out[:, 20:26] = node_out_shearZ[:, :]
+                
+        return node_out
+
+
+
+class Structure_GIN_pseudo(torch.nn.Module):
+    def __init__(self, input_dim, hidden_dim, aggr, edge_attr_dim,
+                 gnn_act=True, gnn_dropout=True, dropout_p=0.0,
+                 node_out_dispX_dim=1, node_out_dispZ_dim=1,
+                 node_out_momentY_dim=6, node_out_momentZ_dim=6,
+                 node_out_shearY_dim=6, node_out_shearZ_dim=6,
+                 **kwargs):
+        super(Structure_GIN_pseudo, self).__init__()
+        self.gnn_act = gnn_act
+        self.gnn_dropout = gnn_dropout
+        self.dropout_p = dropout_p
+        
+        self.encoder = MLP(input_dim, [], hidden_dim, act=False, dropout=False)
+        
+        self.conv_nn = nn.Linear(hidden_dim, hidden_dim)
+        self.conv_layer = tg.nn.GINConv(self.conv_nn, aggr=aggr)      
+            
+        self.node_dispX_decoder = MLP(hidden_dim, [64], node_out_dispX_dim, act=True, dropout=False)
+        self.node_dispZ_decoder = MLP(hidden_dim, [64], node_out_dispZ_dim, act=True, dropout=False)
+        self.node_momentY_decoder = MLP(hidden_dim, [64], node_out_momentY_dim, act=True, dropout=False)
+        self.node_momentZ_decoder = MLP(hidden_dim, [64], node_out_momentZ_dim, act=True, dropout=False)
+        self.node_shearY_decoder = MLP(hidden_dim, [64], node_out_shearY_dim, act=True, dropout=False)
+        self.node_shearZ_decoder = MLP(hidden_dim, [64], node_out_shearZ_dim, act=True, dropout=False)
+
+        
+        
+    def forward(self, x, edge_index, edge_attr, layer_num):
+        x = self.encoder(x)
+                
+        for i in range(layer_num):
+            x = self.conv_layer(x, edge_index)
+            if self.gnn_act:
+                x = F.relu(x)
+            if self.gnn_dropout:
+                x = F.dropout(x, p=self.dropout_p, training=self.training)
+                
+        # Node output
+        node_out_dispX = self.node_dispX_decoder(x)
+        node_out_dispZ = self.node_dispZ_decoder(x)
+        node_out_momentY = self.node_momentY_decoder(x)
+        node_out_momentZ = self.node_momentZ_decoder(x)
+        node_out_shearY = self.node_shearY_decoder(x)
+        node_out_shearZ = self.node_shearZ_decoder(x)
+
+        
+        node_out = torch.zeros(size=(x.shape[0], 26)).to("cuda")
+        node_out[:, 0] = node_out_dispX[:, 0]
+        node_out[:, 1] = node_out_dispZ[:, 0]
+        node_out[:, 2:8] = node_out_momentY[:, :]
+        node_out[:, 8:14] = node_out_momentZ[:, :]
+        node_out[:, 14:20] = node_out_shearY[:, :]
+        node_out[:, 20:26] = node_out_shearZ[:, :]
+                
+        return node_out
+
+
diff --git a/MP_TESTING/Data_Gen_Manual/structure_1/structure_graph.pt b/MP_TESTING/Data_Gen_Manual/structure_1/structure_graph.pt
new file mode 100644
index 00000000..f118280d
Binary files /dev/null and b/MP_TESTING/Data_Gen_Manual/structure_1/structure_graph.pt differ
diff --git a/MP_TESTING/Del_Files.py b/MP_TESTING/Del_Files.py
new file mode 100644
index 00000000..4ef6577a
--- /dev/null
+++ b/MP_TESTING/Del_Files.py
@@ -0,0 +1,14 @@
+import os
+
+def cleanup_SAP2000():
+    # SAP2000 temp files cannot be deleted while SAP stays open.
+    # We disable this cleanup during batch mode.
+    return
+
+
+def cleanup_csv():
+    return
+
+if __name__ == "__main__":
+    cleanup_SAP2000()
+    cleanup_csv(preserve_outputs=False)
diff --git a/MP_TESTING/Evaluation_NodeAsNode.py b/MP_TESTING/Evaluation_NodeAsNode.py
new file mode 100644
index 00000000..becf4d19
--- /dev/null
+++ b/MP_TESTING/Evaluation_NodeAsNode.py
@@ -0,0 +1,84 @@
+import torch
+import os
+import sys
+import pandas as pd
+from Utils import normalization
+
+print("Working directory:", os.getcwd())
+
+# Add the parent directory (StructGNN) to sys.path so Python can find 'GNN'
+script_dir = os.path.dirname(os.path.abspath(__file__))
+parent_dir = os.path.abspath(os.path.join(script_dir, '..'))
+if parent_dir not in sys.path:
+    sys.path.insert(0, parent_dir)
+
+from GNN.models import Structure_GraphNetwork  # Or Structure_GraphNetwork if used
+
+#Set device
+device = torch.device("cuda" if torch.cuda.is_available() else "cpu")
+
+#Reconstruct the model architecture (must match training)
+model = Structure_GraphNetwork(
+    layer_num=9,
+    input_dim=11,
+    hidden_dim=256,
+    edge_attr_dim=3,
+    aggr='mean',
+    node_out_dispX_dim=1,
+    node_out_dispZ_dim=1,
+    node_out_momentY_dim=6,
+    node_out_momentZ_dim=6,
+    node_out_shearY_dim=6,
+    node_out_shearZ_dim=6,
+    device=device
+)
+
+#Load trained weights
+checkpoint_folder = '2025_04_17__02_26_56'
+model_path = os.path.normpath(os.path.join(script_dir, '..', 'Results', 'Static_Linear_Analysis', checkpoint_folder, 'model.pt'))
+model.load_state_dict(torch.load(model_path, map_location=device))
+model.to(device)
+
+#Load graph data for one structure
+data_relative_path = os.path.join('Data', 'Static_Linear_Analysis', 'structure_2', 'structure_graph_NodeAsNode.pt')
+data_path = os.path.normpath(os.path.join(script_dir, '..', data_relative_path))
+data = torch.load(data_path, weights_only=False)
+
+#Normalize data
+norm_dict = {'grid_num': [0, 7.], 'coord': [0., 6.], 'mass': [0, 0.0237], 'force': [0, 200.], 'length': [0, 8.],
+             'disp': [0, 238.1000], 'momentY': [0, 167100.], 'momentZ': [0, 206300.], 'shearY': [0, 93.1100], 'shearZ': [0, 93.1300], 'axialForce': [0, 1420.], 'torsion': [0, 1.8080]}
+normalization.normalize_linear(data, norm_dict)
+
+#Run inference and extract node outputs
+model.eval()
+with torch.no_grad():
+    data = data.to(device)
+    output = model(data.x, data.edge_index, data.edge_attr)
+
+normalization.denormalize_y_linear(output, norm_dict)
+
+#Format and print per-node output features
+torch.set_printoptions(sci_mode=False)
+
+labels = (
+    ['disp_x', 'disp_z'] +
+    [f'moment_y_{i}' for i in range(6)] +
+    [f'moment_z_{i}' for i in range(6)] +
+    [f'shear_y_{i}' for i in range(6)] +
+    [f'shear_z_{i}' for i in range(6)]
+)
+
+# Create and print the output table
+df = pd.DataFrame(output.cpu().numpy(), columns=labels)
+
+pd.set_option('display.max_rows', None)
+pd.set_option('display.max_columns', None)
+pd.set_option('display.width', None)
+pd.set_option('display.max_colwidth', None)
+
+print("\nLabeled Predictions for All Nodes:")
+print(df)
+
+# Save to CSV
+df.to_csv("predicted_node_outputs.csv", index_label='node_index')
+
diff --git a/MP_TESTING/Evaluation_pseudo.py b/MP_TESTING/Evaluation_pseudo.py
new file mode 100644
index 00000000..875712f2
--- /dev/null
+++ b/MP_TESTING/Evaluation_pseudo.py
@@ -0,0 +1,84 @@
+import torch
+import os
+import sys
+import pandas as pd
+from Utils import normalization
+
+print("Working directory:", os.getcwd())
+
+# Add the parent directory (StructGNN) to sys.path so Python can find 'GNN'
+script_dir = os.path.dirname(os.path.abspath(__file__))
+parent_dir = os.path.abspath(os.path.join(script_dir, '..'))
+if parent_dir not in sys.path:
+    sys.path.insert(0, parent_dir)
+
+from GNN.models import Structure_GraphNetwork  # Or Structure_GraphNetwork if used
+
+#Set device
+device = torch.device("cuda" if torch.cuda.is_available() else "cpu")
+
+#Reconstruct the model architecture (must match training)
+model = Structure_GraphNetwork(
+    layer_num=9,
+    input_dim=11,
+    hidden_dim=256,
+    edge_attr_dim=3,
+    aggr='mean',
+    node_out_dispX_dim=1,
+    node_out_dispZ_dim=1,
+    node_out_momentY_dim=6,
+    node_out_momentZ_dim=6,
+    node_out_shearY_dim=6,
+    node_out_shearZ_dim=6,
+    device=device
+)
+
+#Load trained weights
+checkpoint_folder = '2025_06_24__16_02_38'
+model_path = os.path.normpath(os.path.join(script_dir, '..', 'Results', 'Static_Linear_Analysis', checkpoint_folder, 'model.pt'))
+model.load_state_dict(torch.load(model_path, map_location=device))
+model.to(device)
+
+#Load graph data for one structure
+data_relative_path = os.path.join('Data', 'Static_Linear_Analysis', 'structure_1', 'structure_graph_NodeAsNode_pseudo.pt')
+data_path = os.path.normpath(os.path.join(script_dir, '..', data_relative_path))
+data = torch.load(data_path, weights_only=False)
+
+#Normalize data
+norm_dict = {'grid_num': [0, 7.], 'coord': [0., 6.], 'mass': [0, 0.0237], 'force': [0, 200.], 'length': [0, 8.],
+             'disp': [0, 238.1000], 'momentY': [0, 167100.], 'momentZ': [0, 206300.], 'shearY': [0, 93.1100], 'shearZ': [0, 93.1300], 'axialForce': [0, 1420.], 'torsion': [0, 1.8080]}
+normalization.normalize_linear(data, norm_dict)
+
+#Run inference and extract node outputs
+model.eval()
+with torch.no_grad():
+    data = data.to(device)
+    output = model(data.x, data.edge_index, data.edge_attr)
+
+normalization.denormalize_y_linear(output, norm_dict)
+
+#Format and print per-node output features
+torch.set_printoptions(sci_mode=False)
+
+labels = (
+    ['disp_x', 'disp_z'] +
+    [f'moment_y_{i}' for i in range(6)] +
+    [f'moment_z_{i}' for i in range(6)] +
+    [f'shear_y_{i}' for i in range(6)] +
+    [f'shear_z_{i}' for i in range(6)]
+)
+
+# Create and print the output table
+df = pd.DataFrame(output.cpu().numpy(), columns=labels)
+
+pd.set_option('display.max_rows', None)
+pd.set_option('display.max_columns', None)
+pd.set_option('display.width', None)
+pd.set_option('display.max_colwidth', None)
+
+print("\nLabeled Predictions for All Nodes:")
+print(df)
+
+# Save to CSV
+df.to_csv("predicted_node_outputs.csv", index_label='node_index')
+
diff --git a/MP_TESTING/FrameForce Example.py b/MP_TESTING/FrameForce Example.py
new file mode 100644
index 00000000..8d522fc6
--- /dev/null
+++ b/MP_TESTING/FrameForce Example.py	
@@ -0,0 +1,63 @@
+import comtypes.client
+
+#dimension variables
+Object = 0
+NumberResults = 0
+Obj      = []
+ObjSta   = []
+Elm      = []
+ElmSta   = []
+LoadCase = []
+StepType = []
+StepNum  = []
+P        = []
+V2       = []
+V3       = []
+T        = []
+M2       = []
+M3       = []
+
+#create Sap2000 object
+helper = comtypes.client.CreateObject('SAP2000v1.Helper')
+SapObject = helper.CreateObjectProgID("CSI.SAP2000.API.SapObject")
+
+
+#start Sap2000 application
+SapObject.ApplicationStart()
+
+#create SapModel object
+SapModel = SapObject.SapModel
+
+#initialize model
+SapModel.InitializeNewModel()
+
+#create model from template
+PortalFrame = 0
+SapModel.File.New2DFrame(PortalFrame, 3, 124, 3, 200)
+
+#run analysis
+SapModel.File.Save()
+SapModel.Analyze.RunAnalysis()
+
+#clear all case and combo output selections
+SapModel.Results.Setup.DeselectAllCasesAndCombosForOutput()
+
+#set case and combo output selections
+SapModel.Results.Setup.SetCaseSelectedForOutput("DEAD")
+
+#get frame forces for line object "1"
+SapModel.Results.FrameForce("1", Object, NumberResults, Obj, ObjSta, Elm, ElmSta, LoadCase, StepType, StepNum, P, V2, V3, T, M2, M3)
+
+
+# Print header
+print(f"{'Station':>8} {'P':>10} {'V2':>10} {'V3':>10} {'T':>10} {'M2':>10} {'M3':>10}")
+
+# Loop through results
+for i in range(len(P)):
+    print(f"{ObjSta[i]:8.3f} {P[i]:10.3f} {V2[i]:10.3f} {V3[i]:10.3f} {T[i]:10.3f} {M2[i]:10.3f} {M3[i]:10.3f}")
+
+
+#close Sap2000
+SapObject.ApplicationExit(False)
+SapModel = None
+SapObject = None
diff --git a/MP_TESTING/SAP2000 example.py b/MP_TESTING/SAP2000 example.py
new file mode 100644
index 00000000..a5ac405a
--- /dev/null
+++ b/MP_TESTING/SAP2000 example.py	
@@ -0,0 +1,147 @@
+import os
+import sys
+import comtypes.client
+from ctypes import c_int, POINTER, c_double, pointer, cast, c_long
+from comtypes import BSTR
+
+# Settings
+AttachToInstance = False
+SpecifyPath = False
+ProgramPath = r'C:\Program Files\Computers and Structures\SAP2000 24\SAP2000.exe'
+APIPath = r'C:\CSiAPIexample'
+
+# Create output directory if needed
+if not os.path.exists(APIPath):
+    try:
+        os.makedirs(APIPath)
+    except OSError:
+        pass
+
+ModelPath = os.path.join(APIPath, 'API_1-001.sdb')
+
+# Create API helper object
+helper = comtypes.client.CreateObject('SAP2000v1.Helper')
+helper = helper.QueryInterface(comtypes.gen.SAP2000v1.cHelper)
+
+# Start or attach to SAP2000
+if AttachToInstance:
+    try:
+        mySapObject = helper.GetObject("CSI.SAP2000.API.SapObject")
+    except (OSError, comtypes.COMError):
+        print("No running instance of the program found or failed to attach.")
+        sys.exit(-1)
+else:
+    if SpecifyPath:
+        try:
+            mySapObject = helper.CreateObject(ProgramPath)
+        except (OSError, comtypes.COMError):
+            print(f"Cannot start a new instance from {ProgramPath}")
+            sys.exit(-1)
+    else:
+        try:
+            mySapObject = helper.CreateObjectProgID("CSI.SAP2000.API.SapObject")
+        except (OSError, comtypes.COMError):
+            print("Cannot start a new instance of the program.")
+            sys.exit(-1)
+
+mySapObject.ApplicationStart()
+SapModel = mySapObject.SapModel
+
+# Build the model
+SapModel.InitializeNewModel()
+SapModel.File.NewBlank()
+
+# Define materials and section
+MATERIAL_CONCRETE = 2
+SapModel.PropMaterial.SetMaterial('CONC', MATERIAL_CONCRETE)
+SapModel.PropMaterial.SetMPIsotropic('CONC', 3600, 0.2, 0.0000055)
+SapModel.PropFrame.SetRectangle('R1', 'CONC', 12, 12)
+SapModel.PropFrame.SetModifiers('R1', [1000, 0, 0, 1, 1, 1, 1, 1])
+
+# Set units
+kip_ft_F = 4
+SapModel.SetPresentUnits(kip_ft_F)
+
+# Add frames
+FrameName1 = FrameName2 = FrameName3 = ''
+FrameName1, _ = SapModel.FrameObj.AddByCoord(0, 0, 0, 0, 0, 10, FrameName1, 'R1', '1', 'Global')
+FrameName2, _ = SapModel.FrameObj.AddByCoord(0, 0, 10, 8, 0, 16, FrameName2, 'R1', '2', 'Global')
+FrameName3, _ = SapModel.FrameObj.AddByCoord(-4, 0, 10, 0, 0, 10, FrameName3, 'R1', '3', 'Global')
+
+# Restraints
+RestraintBase = [True, True, True, True, False, False]
+RestraintTop = [True, True, False, False, False, False]
+PointName1, PointName2, _ = SapModel.FrameObj.GetPoints(FrameName1, '', '')
+SapModel.PointObj.SetRestraint(PointName1, RestraintBase)
+PointName1, PointName2, _ = SapModel.FrameObj.GetPoints(FrameName2, '', '')
+SapModel.PointObj.SetRestraint(PointName2, RestraintTop)
+
+# Refresh view
+SapModel.View.RefreshView(0, False)
+
+# Load patterns
+LTYPE_OTHER = 8
+for i in range(1, 8):
+    SapModel.LoadPatterns.Add(str(i), LTYPE_OTHER, 1 if i == 1 else 0, True)
+
+# Load cases
+PointName1, PointName2, _ = SapModel.FrameObj.GetPoints(FrameName3, '', '')
+SapModel.PointObj.SetLoadForce(PointName1, '2', [0, 0, -10, 0, 0, 0])
+SapModel.FrameObj.SetLoadDistributed(FrameName3, '2', 1, 10, 0, 1, 1.8, 1.8)
+SapModel.PointObj.SetLoadForce(PointName2, '3', [0, 0, -17.2, 0, -54.4, 0])
+SapModel.FrameObj.SetLoadDistributed(FrameName2, '4', 1, 11, 0, 1, 2, 2)
+SapModel.FrameObj.SetLoadDistributed(FrameName1, '5', 1, 2, 0, 1, 2, 2, 'Local')
+SapModel.FrameObj.SetLoadDistributed(FrameName2, '5', 1, 2, 0, 1, -2, -2, 'Local')
+SapModel.FrameObj.SetLoadDistributed(FrameName1, '6', 1, 2, 0, 1, 0.9984, 0.3744, 'Local')
+SapModel.FrameObj.SetLoadDistributed(FrameName2, '6', 1, 2, 0, 1, -0.3744, 0, 'Local')
+SapModel.FrameObj.SetLoadPoint(FrameName2, '7', 1, 2, 0.5, -15, 'Local')
+
+# Switch to k-in
+kip_in_F = 3
+SapModel.SetPresentUnits(kip_in_F)
+
+# Save and run
+SapModel.File.Save(ModelPath)
+SapModel.Analyze.RunAnalysis()
+
+# Extract results
+SapResult = [0.0] * 7
+PointName1, PointName2, _ = SapModel.FrameObj.GetPoints(FrameName2, '', '')
+
+for i in range(0,7):
+      NumberResults= 0
+      Obj= []
+      Elm= []
+      ACase= []
+      StepType= []
+      StepNum= []
+      U1= []
+      U2= []
+      U3= []
+      R1= []
+      R2= []
+      R3= []
+      ObjectElm= 0
+      ret= SapModel.Results.Setup.DeselectAllCasesAndCombosForOutput()
+      ret= SapModel.Results.Setup.SetCaseSelectedForOutput(str(i+1))
+      if i <= 3:
+          [NumberResults,Obj, Elm, ACase, StepType, StepNum, U1, U2, U3, R1, R2, R3, ret] = SapModel.Results.JointDispl(PointName2,ObjectElm, NumberResults, Obj, Elm, ACase, StepType, StepNum, U1, U2,U3, R1, R2, R3)
+          SapResult[i]= U3[0]
+      else:
+          [NumberResults,Obj, Elm, ACase, StepType, StepNum, U1, U2, U3, R1, R2, R3, ret] = SapModel.Results.JointDispl(PointName1,ObjectElm, NumberResults, Obj, Elm, ACase, StepType, StepNum, U1, U2,U3, R1, R2, R3)
+          SapResult[i]= U1[0]
+# Close
+mySapObject.ApplicationExit(False)
+SapModel = None
+mySapObject = None
+
+# Independent values and comparison
+IndResult = [-0.02639, 0.06296, 0.06296, -0.2963, 0.3125, 0.11556, 0.00651]
+PercentDiff = [(SapResult[i] / IndResult[i] - 1) if IndResult[i] != 0 else 0 for i in range(7)]
+
+# Print results
+for i in range(7):
+    print(f"\nLoad Case {i + 1}:")
+    print(f"SAP Result   = {SapResult[i]:.5f}")
+    print(f"Expected     = {IndResult[i]:.5f}")
+    print(f"% Difference = {PercentDiff[i] * 100:.2f}%")
diff --git a/MP_TESTING/Test_SAP2000.py b/MP_TESTING/Test_SAP2000.py
new file mode 100644
index 00000000..a0d310f2
--- /dev/null
+++ b/MP_TESTING/Test_SAP2000.py
@@ -0,0 +1,381 @@
+# MP_TESTING/Test_SAP2000.py
+import os
+import csv
+import numpy as np
+import collections
+import comtypes.client
+
+
+# ============================================================
+#  START / ATTACH TO SAP2000
+# ============================================================
+def start_sap(attach_to_running: bool = False, visible: bool = True):
+    """
+    Starts a new SAP2000 instance (or attaches) and returns (mySapObject, SapModel).
+    """
+    helper = comtypes.client.CreateObject("SAP2000v1.Helper")
+    mySapObject = helper.CreateObjectProgID("CSI.SAP2000.API.SapObject")
+
+    # For simplicity we always start a new instance here.
+    # (attach_to_running is kept for possible future use)
+    mySapObject.ApplicationStart(visible)
+    SapModel = mySapObject.SapModel
+    return mySapObject, SapModel
+
+
+# ============================================================
+#  GEOMETRY PREPARATION (called ONCE per unique frame geometry)
+# ============================================================
+def prepare_geometry(
+    SapModel,
+    Units,
+    template_type,
+    NumStory,
+    StoryHeight,
+    SpansX,
+    LengthX,
+    SpansY,
+    LengthY,
+    Restraint,
+    Beam,
+    Column,
+    LType,
+):
+    """
+    Builds the 3D frame for a given geometry and returns geometry info
+    needed to apply loads efficiently for many load cases.
+
+    Returns:
+        geom_info: dict with keys:
+            - "top_joints": list of joint names at top story
+            - "min_x": float
+            - "min_y": float
+    """
+    # Fresh blank model
+    SapModel.File.NewBlank()
+    SapModel.InitializeNewModel(Units)
+
+    # Create the 3D frame
+    SapModel.File.New3DFrame(
+        template_type,
+        NumStory,
+        StoryHeight,
+        SpansX,
+        LengthX,
+        SpansY,
+        LengthY,
+        Restraint,
+        Beam,
+        Column,
+    )
+
+    # Load pattern used for all runs
+    SapModel.LoadPatterns.Add("TOP_LOAD", LType)
+
+    # ---- Find top-story joints (by max Z) ----
+    count, point_names, ret = SapModel.PointObj.GetNameList()
+
+    max_z = -1e9
+    for name in point_names:
+        x, y, z, _ = SapModel.PointObj.GetCoordCartesian(name)
+        if z > max_z:
+            max_z = z
+
+    top_joints = []
+    for name in point_names:
+        x, y, z, _ = SapModel.PointObj.GetCoordCartesian(name)
+        if np.isclose(z, max_z):
+            top_joints.append(name)
+
+    # Find min-x and min-y among top joints (load lines)
+    min_x = float("inf")
+    min_y = float("inf")
+    for name in top_joints:
+        x, y, z, _ = SapModel.PointObj.GetCoordCartesian(name)
+        min_x = min(min_x, x)
+        min_y = min(min_y, y)
+
+    geom_info = {
+        "top_joints": top_joints,
+        "min_x": min_x,
+        "min_y": min_y,
+    }
+    return geom_info
+
+
+# ============================================================
+#  RUN ANALYSIS FOR ONE LOAD CASE (reused many times per geometry)
+# ============================================================
+def run_analysis_for_loads(
+    SapModel,
+    geom_info,
+    ForceX,
+    ForceY,
+):
+    """
+    Uses an already-built geometry (prepare_geometry) and:
+      - applies ForceX/ForceY to top-line joints
+      - runs analysis
+      - writes joint_displacements.csv and frame_joint_forces.csv
+    """
+    top_joints = geom_info["top_joints"]
+    min_x = geom_info["min_x"]
+    min_y = geom_info["min_y"]
+
+    # -----------------------------------------
+    # Apply loads to top-story joints
+    # (overwrites previous values for TOP_LOAD)
+    # -----------------------------------------
+    for name in top_joints:
+        x, y, z, _ = SapModel.PointObj.GetCoordCartesian(name)
+
+        # X line
+        if np.isclose(x, min_x):
+            SapModel.PointObj.SetLoadForce(
+                name,
+                "TOP_LOAD",
+                [ForceX, 0.0, 0.0, 0.0, 0.0, 0.0],
+            )
+
+        # Y line
+        if np.isclose(y, min_y):
+            SapModel.PointObj.SetLoadForce(
+                name,
+                "TOP_LOAD",
+                [0.0, ForceY, 0.0, 0.0, 0.0, 0.0],
+            )
+
+    # -----------------------------------------
+    # Run analysis
+    # -----------------------------------------
+    model_path = os.path.join(os.getcwd(), "3DFrame.sdb")
+    SapModel.File.Save(model_path)
+    SapModel.Analyze.RunAnalysis()
+
+    # -----------------------------------------
+    # Joint displacements → joint_displacements.csv
+    # -----------------------------------------
+    SapModel.Results.Setup.DeselectAllCasesAndCombosForOutput()
+    SapModel.Results.Setup.SetCaseSelectedForOutput("TOP_LOAD")
+
+    count, joint_names, ret = SapModel.PointObj.GetNameList()
+
+    with open("joint_displacements.csv", "w", newline="") as f:
+        writer = csv.writer(f)
+        writer.writerow(
+            [
+                "Joint Name",
+                "Displacement X",
+                "Displacement Y",
+                "Displacement Z",
+            ]
+        )
+
+        for joint in joint_names:
+            jname = str(joint)
+
+            NumberResults = 0
+            Obj = []
+            Elm = []
+            Case = []
+            StepType = []
+            StepNum = []
+            U1 = []
+            U2 = []
+            U3 = []
+
+            (
+                NumberResults,
+                Obj,
+                Elm,
+                Case,
+                StepType,
+                StepNum,
+                U1,
+                U2,
+                U3,
+                *_,
+            ) = SapModel.Results.JointDispl(
+                jname,
+                0,
+                NumberResults,
+                Obj,
+                Elm,
+                Case,
+                StepType,
+                StepNum,
+                U1,
+                U2,
+                U3,
+                [],
+                [],
+                [],
+            )
+
+            for i in range(NumberResults):
+                writer.writerow([jname, U1[i], U2[i], U3[i]])
+
+    # -----------------------------------------
+    # Frame joint forces → frame_joint_forces.csv
+    # -----------------------------------------
+    SapModel.Results.Setup.DeselectAllCasesAndCombosForOutput()
+    SapModel.Results.Setup.SetCaseSelectedForOutput("TOP_LOAD")
+
+    count, frame_names, ret = SapModel.FrameObj.GetNameList()
+
+    with open("frame_joint_forces.csv", "w", newline="") as fcsv:
+        writer = csv.writer(fcsv)
+        writer.writerow(
+            [
+                "Obj",
+                "Elm",
+                "I/J",
+                "Case",
+                "StepType",
+                "StepNum",
+                "F1",
+                "F2",
+                "F3",
+                "M1",
+                "M2",
+                "M3",
+            ]
+        )
+
+        joint_sum = collections.defaultdict(
+            lambda: {
+                "F1": 0.0,
+                "F2": 0.0,
+                "F3": 0.0,
+                "M1": 0.0,
+                "M2": 0.0,
+                "M3": 0.0,
+            }
+        )
+
+        for frame_name in frame_names:
+
+            i_joint, j_joint, ret2 = SapModel.FrameObj.GetPoints(frame_name)
+
+            NumberResults = 0
+            Obj = []
+            Elm = []
+            PointElm = []
+            Case = []
+            StepType = []
+            StepNum = []
+            F1 = []
+            F2 = []
+            F3 = []
+            M1 = []
+            M2 = []
+            M3 = []
+
+            (
+                NumberResults,
+                Obj,
+                Elm,
+                PointElm,
+                Case,
+                StepType,
+                StepNum,
+                F1,
+                F2,
+                F3,
+                M1,
+                M2,
+                M3,
+                *_,
+            ) = SapModel.Results.FrameJointForce(
+                frame_name,
+                0,
+                NumberResults,
+                Obj,
+                Elm,
+                PointElm,
+                Case,
+                StepType,
+                StepNum,
+                F1,
+                F2,
+                F3,
+                M1,
+                M2,
+                M3,
+            )
+
+            for i in range(NumberResults):
+                writer.writerow(
+                    [
+                        Obj[i],
+                        Elm[i],
+                        PointElm[i],
+                        Case[i],
+                        StepType[i],
+                        StepNum[i],
+                        F1[i],
+                        F2[i],
+                        F3[i],
+                        M1[i],
+                        M2[i],
+                        M3[i],
+                    ]
+                )
+
+                if PointElm[i].upper().startswith("I"):
+                    jname = i_joint
+                elif PointElm[i].upper().startswith("J"):
+                    jname = j_joint
+                else:
+                    continue
+
+                key = (jname, Case[i], StepType[i], StepNum[i])
+                agg = joint_sum[key]
+                agg["F1"] += F1[i]
+                agg["F2"] += F2[i]
+                agg["F3"] += F3[i]
+                agg["M1"] += M1[i]
+                agg["M2"] += M2[i]
+                agg["M3"] += M3[i]
+
+
+# ============================================================
+#  COMPATIBILITY WRAPPER (single-run, like before)
+# ============================================================
+def SAPAnalysis(
+    SapModel,
+    Units,
+    template_type,
+    NumStory,
+    StoryHeight,
+    SpansX,
+    LengthX,
+    SpansY,
+    LengthY,
+    Restraint,
+    Beam,
+    Column,
+    LType,
+    ForceX,
+    ForceY,
+):
+    """
+    Backwards-compatible wrapper:
+    builds geometry + runs analysis for one load case.
+    """
+    geom = prepare_geometry(
+        SapModel,
+        Units,
+        template_type,
+        NumStory,
+        StoryHeight,
+        SpansX,
+        LengthX,
+        SpansY,
+        LengthY,
+        Restraint,
+        Beam,
+        Column,
+        LType,
+    )
+    run_analysis_for_loads(SapModel, geom, ForceX, ForceY)
diff --git a/MP_TESTING/Update_Output_Features.py b/MP_TESTING/Update_Output_Features.py
new file mode 100644
index 00000000..8a1e8032
--- /dev/null
+++ b/MP_TESTING/Update_Output_Features.py
@@ -0,0 +1,147 @@
+import os
+import csv
+import torch
+from torch_geometric.data import Data
+
+def _next_version_path(save_dir, stem="structure", ext=".pt"):
+    """Return a unique path in save_dir by incrementing a plain integer suffix if needed."""
+    base = os.path.join(save_dir, f"{stem}{ext}")
+    if not os.path.exists(base):
+        return base
+    i = 1
+    while True:
+        cand = os.path.join(save_dir, f"{stem}_{i}{ext}")
+        if not os.path.exists(cand):
+            return cand
+        i += 1
+
+
+def update_output(structure_id: int = 1,
+                  in_root: str = "Data_Gen_Manual",
+                  out_root: str = "Data_SAP2000"):
+    # ---------- Paths ----------
+    script_dir = os.path.dirname(os.path.abspath(__file__))  # .../StructGNN/MP_TESTING
+    structgnn_dir = os.path.dirname(script_dir)              # .../StructGNN
+
+    # Read input graph from StructGNN/Data_Gen_Manual/structure_{id}/...
+    path_in = os.path.join(structgnn_dir, in_root, f"structure_{structure_id}", "structure_graph.pt")
+
+    # ✅ CSVs live ONE LEVEL UP from this script (the folder outside)
+    parent_dir = os.path.dirname(script_dir)
+    path_csv_nodes = os.path.join(parent_dir, "joint_displacements.csv")
+    path_csv_edges = os.path.join(parent_dir, "frame_joint_forces.csv")
+
+    # Optional: fail fast if files aren’t where we think
+    if not os.path.isfile(path_csv_nodes):
+        raise FileNotFoundError(f"Couldn't find node CSV at: {path_csv_nodes}")
+    if not os.path.isfile(path_csv_edges):
+        raise FileNotFoundError(f"Couldn't find edge CSV at: {path_csv_edges}")
+
+    # ✅ Save modified graphs into StructGNN/Data_SAP2000/
+    save_dir = os.path.join(structgnn_dir, out_root)
+    os.makedirs(save_dir, exist_ok=True)
+    path_out = _next_version_path(save_dir)  # <--- auto-increment plain integer filename
+
+    # ----- Load graph -----
+    data: Data = torch.load(path_in, weights_only=False)
+    assert hasattr(data, "y"), "This graph has no 'y' tensor."
+    num_nodes = data.num_nodes
+    num_edges = data.num_edges
+    print(f"[structure_{structure_id}] num_nodes:", num_nodes, "| old y shape:", tuple(data.y.shape))
+    print(f"[structure_{structure_id}] num_edges:", num_edges, "| has edge_y:", hasattr(data, "edge_y"))
+
+    if data.y.dim() != 2 or data.y.size(1) < 2:
+        raise ValueError(f"Expected data.y with at least 2 columns, got shape {tuple(data.y.shape)}")
+
+    # ---------- Update NODE outputs from joint_displacements.csv ----------
+    with open(path_csv_nodes, "r", newline="", encoding="utf-8-sig") as f:
+        reader = csv.reader(f)
+        try:
+            raw_headers = next(reader)
+        except StopIteration:
+            raise ValueError("Node CSV appears empty.")
+
+        headers = [h.strip() for h in raw_headers]
+        try:
+            idx_joint = headers.index("Joint Name")
+            idx_ux    = headers.index("Displacement X")
+            idx_uy    = headers.index("Displacement Y")
+        except ValueError as e:
+            raise ValueError(
+                f"Node CSV headers found: {headers}\n"
+                "Expected: 'Joint Name', 'Displacement X', 'Displacement Y'"
+            ) from e
+
+        parsed_nodes = []
+        for row in reader:
+            if not row or not any(cell.strip() for cell in row):
+                continue
+            row = [c.strip() for c in row]
+            ux = float(row[idx_ux])
+            uy = float(row[idx_uy])
+            parsed_nodes.append((ux, uy))
+
+    if len(parsed_nodes) > num_nodes:
+        raise ValueError(f"Node CSV has {len(parsed_nodes)} joints, but graph has only {num_nodes} nodes.")
+
+    new_y = data.y.clone()
+    new_y[:, 0] = 0.0  # UX
+    new_y[:, 1] = 0.0  # UY
+    for i, (ux, uy) in enumerate(parsed_nodes):
+        new_y[i, 0] = ux
+        new_y[i, 1] = uy
+    data.y = new_y
+
+    # ---------- Update EDGE outputs from frame_joint_forces.csv (last 6 numeric columns) ----------
+    with open(path_csv_edges, "r", newline="", encoding="utf-8-sig") as f:
+        reader = csv.reader(f)
+        rows = list(reader)
+
+    if not rows:
+        raise ValueError("Edge CSV appears empty.")
+
+    def _looks_like_header(cells):
+        for c in cells:
+            c = (c or "").strip()
+            if c == "":
+                continue
+            try:
+                float(c)
+            except ValueError:
+                return True
+        return False
+
+    start_idx = 1 if _looks_like_header(rows[0]) else 0
+    data_rows = [r for r in rows[start_idx:] if r and any(c.strip() for c in r)]
+
+    parsed_edges = []
+    for r in data_rows:
+        nums = []
+        for c in r:
+            c = (c or "").strip()
+            if c == "":
+                continue
+            try:
+                nums.append(float(c))
+            except ValueError:
+                continue
+        if len(nums) < 6:
+            raise ValueError("Edge CSV row has fewer than 6 numeric values; cannot take last 6.")
+        parsed_edges.append(nums[-6:])
+
+    if len(parsed_edges) < num_edges:
+        raise ValueError(
+            f"Edge CSV has only {len(parsed_edges)} usable rows, but graph has {num_edges} edges. "
+            "Add more rows or verify edge ordering."
+        )
+
+    parsed_edges = parsed_edges[:num_edges]
+    data.edge_y = torch.tensor(parsed_edges, dtype=torch.float32)
+    print(f"[structure_{structure_id}] new edge_y shape:", tuple(data.edge_y.shape))
+
+    # ---------- Save ----------
+    torch.save(data, path_out)
+    print(f"[structure_{structure_id}] new y shape:", tuple(data.y.shape), f"→ saved to {path_out}")
+
+if __name__ == "__main__":
+    update_output()
diff --git a/MP_TESTING/graph_generation.py b/MP_TESTING/graph_generation.py
new file mode 100644
index 00000000..a80e1591
--- /dev/null
+++ b/MP_TESTING/graph_generation.py
@@ -0,0 +1,147 @@
+import os
+import torch
+import numpy as np
+from torch_geometric.data import Data
+
+def generate_structure(
+    structure_id,
+    num_floors,
+    grid_x,
+    grid_y,
+    beam_length_x,
+    beam_length_y,
+    column_length,
+    ForceX=90.0,
+    ForceY=150.0,
+    output_dir="Data_Gen_Manual",
+):
+    # --- Dimensions  ---
+    size_x = grid_y + 1
+    size_y = grid_x + 1
+    size_z = num_floors + 1
+    max_z  = size_z - 1
+
+    # Directional lengths
+    Lx   = float(beam_length_y)
+    Ly   = float(beam_length_x)
+    Lcol = float(column_length)
+
+    coords = []
+    for x in range(size_x):             # outer: +x
+        for y in range(size_y):         # then: +y
+            for z in range(size_z):     # fastest: +z (vertical)
+                coords.append((x, y, z))
+    coords = np.array(coords, dtype=float)
+
+    # Top level (z = max_z): choose min-x and min-y among top nodes
+    top_mask = coords[:, 2] == max_z
+    top_coords = coords[top_mask]
+    min_x = top_coords[:, 0].min()
+    min_y = top_coords[:, 1].min()
+
+    # --- Nodes ---
+    nodes = []
+    for (x, y, z) in coords:
+        support    = 1.0 if z == 0 else 0.0
+        joint      = 1.0 if z != 0 else 0.0
+        nodal_mass = 0.0
+
+        on_top  = (z == max_z)
+        force_x = float(ForceX) if (on_top and x == min_x) else 0.0
+        force_y = float(ForceY) if (on_top and y == min_y) else 0.0
+
+        nodes.append([
+            float(size_x), float(size_y), float(size_z),  # counts (x,y,z)
+            float(x), float(y), float(z),                 # indices as coords
+            support, joint, nodal_mass,
+            force_x, force_y
+        ])
+
+    # --- Linear index consistent with the node order above ---
+    def get_node_index(xi, yi, zi):
+        # x-major, then y, with z fastest (column-wise; +y then +x)
+        return int(xi * (size_y * size_z) + yi * size_z + zi)
+
+    # ---------- EDGE ORDER ----------
+    edges = []
+    edge_attributes = []  # [beam, column, length]
+
+    # 1) Columns: bottom→top, then +y, then +x
+    for x in range(0, size_x):  # outer: +x
+        for y in range(0, size_y):  # then: +y
+            for z in range(0, size_z - 1):  # fastest: bottom→top
+                a = get_node_index(x, y, z)
+                b = get_node_index(x, y, z + 1)
+                edges.append([a, b])
+                edge_attributes.append([0.0, 1.0, Lcol])
+                edges.append([b, a])
+                edge_attributes.append([0.0, 1.0, Lcol])
+
+    # 2) Beams along +x within floors (z >= 1):
+    #    bottom→top (z fastest), then +x, then +y
+    for y in range(0, size_y):  # outer: +y (last)
+        for x in range(0, size_x - 1):  # then: +x
+            for z in range(1, size_z):  # fastest: bottom→top (z = 1..top)
+                a = get_node_index(x, y, z)
+                b = get_node_index(x + 1, y, z)
+                edges.append([a, b])
+                edge_attributes.append([1.0, 0.0, Lx])
+                edges.append([b, a])
+                edge_attributes.append([1.0, 0.0, Lx])
+
+    # 3) Beams along +y within floors (z >= 1):
+    #    bottom→top (z fastest), then +y, then +x
+    for x in range(0, size_x):  # outer: +x (last)
+        for y in range(0, size_y - 1):  # then: +y
+            for z in range(1, size_z):  # fastest: bottom→top (z = 1..top)
+                a = get_node_index(x, y, z)
+                b = get_node_index(x, y + 1, z)
+                edges.append([a, b])
+                edge_attributes.append([1.0, 0.0, Ly])
+                edges.append([b, a])
+                edge_attributes.append([1.0, 0.0, Ly])
+
+    # --- Graph tensors ---
+    edge_index    = torch.tensor(edges, dtype=torch.long).t().contiguous()
+    edge_attr     = torch.tensor(edge_attributes, dtype=torch.float)   # (E, 3)
+    node_features = torch.tensor(nodes, dtype=torch.float)             # (N, 11)
+
+    # Targets
+    node_targets = torch.zeros(node_features.shape[0], 2, dtype=torch.float)
+    edge_targets = torch.zeros(edge_attr.shape[0], 6, dtype=torch.float)
+
+    structure_graph = Data(
+        x=node_features,
+        edge_index=edge_index,
+        edge_attr=edge_attr,    # [beam, column, length]
+        y=node_targets,         # (N, 2)
+        edge_y=edge_targets     # (E, 6)
+    )
+
+    # --- Save ---
+    struct_dir = os.path.join(output_dir, f"structure_{structure_id}")
+    os.makedirs(struct_dir, exist_ok=True)
+    save_path = os.path.join(struct_dir, "structure_graph.pt")
+    torch.save(structure_graph, save_path)
+    return structure_graph, save_path
+
+
+if __name__ == "__main__":
+    # Example with hardcoded defaults
+    structure_id = 1
+    num_floors = 2
+    grid_x = 4
+    grid_y = 4
+    beam_length_x = 20.0
+    beam_length_y = 10.0
+    column_length = 12.0
+    ForceX = 90.0
+    ForceY = 150.0
+
+    structure, path = generate_structure(
+        structure_id, num_floors, grid_x, grid_y,
+        beam_length_x, beam_length_y, column_length, ForceX, ForceY
+    )
+    print(f"Generated structure {structure_id}: "
+          f"{structure.num_nodes} nodes, "
+          f"{structure.num_edges} edges → {path}")
diff --git a/Results/Data_SAP2000/2025_11_06__10_56_17/training_args.json b/Results/Data_SAP2000/2025_11_06__10_56_17/training_args.json
new file mode 100644
index 00000000..a95db05f
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_06__10_56_17/training_args.json
@@ -0,0 +1 @@
+{"data_num": 32, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 10, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 0.3199434836705526}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_06__11_07_51/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_06__11_07_51/LearningCurve_all.png
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diff --git a/Results/Data_SAP2000/2025_11_06__11_07_51/training_args.json b/Results/Data_SAP2000/2025_11_06__11_07_51/training_args.json
new file mode 100644
index 00000000..87e8786d
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_06__11_07_51/training_args.json
@@ -0,0 +1 @@
+{"data_num": 32, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 10, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 0.3093043684959412}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_16__01_27_17/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_16__01_27_17/LearningCurve_all.png
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index 00000000..c379e8cd
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diff --git a/Results/Data_SAP2000/2025_11_16__01_27_17/LossCurve_all.png b/Results/Data_SAP2000/2025_11_16__01_27_17/LossCurve_all.png
new file mode 100644
index 00000000..3e0be0d4
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diff --git a/Results/Data_SAP2000/2025_11_16__01_27_17/training_args.json b/Results/Data_SAP2000/2025_11_16__01_27_17/training_args.json
new file mode 100644
index 00000000..b8096b2c
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_16__01_27_17/training_args.json
@@ -0,0 +1 @@
+{"data_num": 32, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 10, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 0.11632829904556274}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_16__01_58_19/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_16__01_58_19/LearningCurve_all.png
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index 00000000..167912b6
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new file mode 100644
index 00000000..639b7aac
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diff --git a/Results/Data_SAP2000/2025_11_16__01_58_19/model.pt b/Results/Data_SAP2000/2025_11_16__01_58_19/model.pt
new file mode 100644
index 00000000..eed7881c
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diff --git a/Results/Data_SAP2000/2025_11_16__01_58_19/training_args.json b/Results/Data_SAP2000/2025_11_16__01_58_19/training_args.json
new file mode 100644
index 00000000..cd99027b
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_16__01_58_19/training_args.json
@@ -0,0 +1 @@
+{"data_num": 32, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 10, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 0.1129141608874003}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_16__02_18_00/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_16__02_18_00/LearningCurve_all.png
new file mode 100644
index 00000000..35098134
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diff --git a/Results/Data_SAP2000/2025_11_16__02_18_00/LossCurve_all.png b/Results/Data_SAP2000/2025_11_16__02_18_00/LossCurve_all.png
new file mode 100644
index 00000000..515a7b44
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diff --git a/Results/Data_SAP2000/2025_11_16__02_18_00/model.pt b/Results/Data_SAP2000/2025_11_16__02_18_00/model.pt
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index 00000000..eaaafadb
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diff --git a/Results/Data_SAP2000/2025_11_16__02_18_00/training_args.json b/Results/Data_SAP2000/2025_11_16__02_18_00/training_args.json
new file mode 100644
index 00000000..71f35d50
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_16__02_18_00/training_args.json
@@ -0,0 +1 @@
+{"data_num": 32, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 10, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 0.12367633183797201}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_16__20_53_14/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_16__20_53_14/LearningCurve_all.png
new file mode 100644
index 00000000..e9474b02
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diff --git a/Results/Data_SAP2000/2025_11_16__20_53_14/LossCurve_all.png b/Results/Data_SAP2000/2025_11_16__20_53_14/LossCurve_all.png
new file mode 100644
index 00000000..fd7ee628
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diff --git a/Results/Data_SAP2000/2025_11_16__20_53_14/model.pt b/Results/Data_SAP2000/2025_11_16__20_53_14/model.pt
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index 00000000..10567996
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diff --git a/Results/Data_SAP2000/2025_11_16__20_53_14/training_args.json b/Results/Data_SAP2000/2025_11_16__20_53_14/training_args.json
new file mode 100644
index 00000000..1a24fb13
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_16__20_53_14/training_args.json
@@ -0,0 +1 @@
+{"data_num": 1097, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 100, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 34.786287295818326}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_25__14_08_54/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_25__14_08_54/LearningCurve_all.png
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index 00000000..a6945b43
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index 00000000..24a8ca1a
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index 00000000..d66cefca
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diff --git a/Results/Data_SAP2000/2025_11_25__14_08_54/NodeEdgeLoss_all.png b/Results/Data_SAP2000/2025_11_25__14_08_54/NodeEdgeLoss_all.png
new file mode 100644
index 00000000..b8bcbb71
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diff --git a/Results/Data_SAP2000/2025_11_25__14_08_54/model.pt b/Results/Data_SAP2000/2025_11_25__14_08_54/model.pt
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index 00000000..c099af5f
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diff --git a/Results/Data_SAP2000/2025_11_25__14_08_54/training_args.json b/Results/Data_SAP2000/2025_11_25__14_08_54/training_args.json
new file mode 100644
index 00000000..1be6dcb1
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_25__14_08_54/training_args.json
@@ -0,0 +1 @@
+{"data_num": 2160, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 50, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 35.985573697090146}
\ No newline at end of file
diff --git a/Results/Data_SAP2000/2025_11_25__15_28_11/LearningCurve_all.png b/Results/Data_SAP2000/2025_11_25__15_28_11/LearningCurve_all.png
new file mode 100644
index 00000000..e80b348a
Binary files /dev/null and b/Results/Data_SAP2000/2025_11_25__15_28_11/LearningCurve_all.png differ
diff --git a/Results/Data_SAP2000/2025_11_25__15_28_11/LossCurve_all.png b/Results/Data_SAP2000/2025_11_25__15_28_11/LossCurve_all.png
new file mode 100644
index 00000000..5254a915
Binary files /dev/null and b/Results/Data_SAP2000/2025_11_25__15_28_11/LossCurve_all.png differ
diff --git a/Results/Data_SAP2000/2025_11_25__15_28_11/NodeEdgeAccuracy_all.png b/Results/Data_SAP2000/2025_11_25__15_28_11/NodeEdgeAccuracy_all.png
new file mode 100644
index 00000000..94bfce15
Binary files /dev/null and b/Results/Data_SAP2000/2025_11_25__15_28_11/NodeEdgeAccuracy_all.png differ
diff --git a/Results/Data_SAP2000/2025_11_25__15_28_11/NodeEdgeLoss_all.png b/Results/Data_SAP2000/2025_11_25__15_28_11/NodeEdgeLoss_all.png
new file mode 100644
index 00000000..3e65c8d1
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diff --git a/Results/Data_SAP2000/2025_11_25__15_28_11/model.pt b/Results/Data_SAP2000/2025_11_25__15_28_11/model.pt
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index 00000000..0122fb82
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diff --git a/Results/Data_SAP2000/2025_11_25__15_28_11/training_args.json b/Results/Data_SAP2000/2025_11_25__15_28_11/training_args.json
new file mode 100644
index 00000000..805bd21f
--- /dev/null
+++ b/Results/Data_SAP2000/2025_11_25__15_28_11/training_args.json
@@ -0,0 +1 @@
+{"data_num": 2160, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 1000, "batch_size": 1, "lr": 5e-05, "loss_function": "L1", "accuracy_threshold": 0.0001, "training_time": 783.117780772845}
\ No newline at end of file
diff --git a/Results/Predicted_Outputs/2025_06_30__23_19_34/predicted_output.pt b/Results/Predicted_Outputs/2025_06_30__23_19_34/predicted_output.pt
new file mode 100644
index 00000000..b95d6fe0
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diff --git a/Results/Static_Linear_Analysis/2025_04_15__02_51_59/LearningCurve_all.png b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/LearningCurve_all.png
new file mode 100644
index 00000000..b96d4212
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diff --git a/Results/Static_Linear_Analysis/2025_04_15__02_51_59/lossCurve_all.png b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/lossCurve_all.png
new file mode 100644
index 00000000..d748b3f4
Binary files /dev/null and b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/lossCurve_all.png differ
diff --git a/Results/Static_Linear_Analysis/2025_04_15__02_51_59/model.pt b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/model.pt
new file mode 100644
index 00000000..ec15a278
Binary files /dev/null and b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/model.pt differ
diff --git a/Results/Static_Linear_Analysis/2025_04_15__02_51_59/read_results_model.py b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/read_results_model.py
new file mode 100644
index 00000000..84d58b3c
--- /dev/null
+++ b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/read_results_model.py
@@ -0,0 +1,8 @@
+import torch
+
+file_path = r"C:\Users\mnwpa\OneDrive\Documents\GitHub\StructGNN\Results\Static_Linear_Analysis\2025_04_15__02_51_59\model.pt"
+# Attempt to load the file with weights_only=False to bypass the error
+structure_graph = torch.load(file_path, weights_only=False)
+
+# Continue with your code, for example:
+print(structure_graph)
\ No newline at end of file
diff --git a/Results/Static_Linear_Analysis/2025_04_15__02_51_59/training_args.json b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/training_args.json
new file mode 100644
index 00000000..4caba5f9
--- /dev/null
+++ b/Results/Static_Linear_Analysis/2025_04_15__02_51_59/training_args.json
@@ -0,0 +1 @@
+{"dataset_name": "Static_Linear_Analysis", "whatAsNode": "NodeAsNode", "data_num": 2000, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 10, "batch_size": 1, "lr": 5e-05, "loss_function": "L1_Loss", "accuracy_threshold": 0.0001, "training_time": 5.046610569953918}
\ No newline at end of file
diff --git a/Results/Static_Linear_Analysis/2025_04_17__02_26_56/LearningCurve_all.png b/Results/Static_Linear_Analysis/2025_04_17__02_26_56/LearningCurve_all.png
new file mode 100644
index 00000000..e9e7f719
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diff --git a/Results/Static_Linear_Analysis/2025_04_17__02_26_56/lossCurve_all.png b/Results/Static_Linear_Analysis/2025_04_17__02_26_56/lossCurve_all.png
new file mode 100644
index 00000000..860014bc
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diff --git a/Results/Static_Linear_Analysis/2025_04_17__02_26_56/model.pt b/Results/Static_Linear_Analysis/2025_04_17__02_26_56/model.pt
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index 00000000..2f224ba7
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diff --git a/Results/Static_Linear_Analysis/2025_04_17__02_26_56/training_args.json b/Results/Static_Linear_Analysis/2025_04_17__02_26_56/training_args.json
new file mode 100644
index 00000000..82378d3c
--- /dev/null
+++ b/Results/Static_Linear_Analysis/2025_04_17__02_26_56/training_args.json
@@ -0,0 +1 @@
+{"dataset_name": "Static_Linear_Analysis", "whatAsNode": "NodeAsNode", "data_num": 2000, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork", "aggr": "mean", "hidden_dim": 256, "layer_num": 9, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 1000, "batch_size": 1, "lr": 5e-05, "loss_function": "L1_Loss", "accuracy_threshold": 0.0001, "training_time": 481.0502448717753}
\ No newline at end of file
diff --git a/Results/Static_Linear_Analysis/2025_06_12__00_36_20/model.pt b/Results/Static_Linear_Analysis/2025_06_12__00_36_20/model.pt
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index 00000000..21b64325
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diff --git a/Results/Static_Linear_Analysis/2025_06_24__16_02_38/LearningCurve_all.png b/Results/Static_Linear_Analysis/2025_06_24__16_02_38/LearningCurve_all.png
new file mode 100644
index 00000000..4f900cb5
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diff --git a/Results/Static_Linear_Analysis/2025_06_24__16_02_38/lossCurve_all.png b/Results/Static_Linear_Analysis/2025_06_24__16_02_38/lossCurve_all.png
new file mode 100644
index 00000000..55c0b2ae
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diff --git a/Results/Static_Linear_Analysis/2025_06_24__16_02_38/model.pt b/Results/Static_Linear_Analysis/2025_06_24__16_02_38/model.pt
new file mode 100644
index 00000000..36cb9552
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diff --git a/Results/Static_Linear_Analysis/2025_06_24__16_02_38/training_args.json b/Results/Static_Linear_Analysis/2025_06_24__16_02_38/training_args.json
new file mode 100644
index 00000000..66bb4c53
--- /dev/null
+++ b/Results/Static_Linear_Analysis/2025_06_24__16_02_38/training_args.json
@@ -0,0 +1 @@
+{"dataset_name": "Static_Linear_Analysis", "whatAsNode": "NodeAsNode_pseudo", "data_num": 2000, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork_pseudo", "aggr": "mean", "hidden_dim": 256, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 1000, "batch_size": 1, "lr": 5e-05, "loss_function": "L1_Loss", "accuracy_threshold": 0.0001, "training_time": 452.92353681325915}
\ No newline at end of file
diff --git a/Results/Static_Linear_Analysis/2025_07_01__01_42_38/LearningCurve_all.png b/Results/Static_Linear_Analysis/2025_07_01__01_42_38/LearningCurve_all.png
new file mode 100644
index 00000000..58a37ff5
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diff --git a/Results/Static_Linear_Analysis/2025_07_01__01_42_38/lossCurve_all.png b/Results/Static_Linear_Analysis/2025_07_01__01_42_38/lossCurve_all.png
new file mode 100644
index 00000000..62844475
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diff --git a/Results/Static_Linear_Analysis/2025_07_01__01_42_38/model.pt b/Results/Static_Linear_Analysis/2025_07_01__01_42_38/model.pt
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index 00000000..83390861
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diff --git a/Results/Static_Linear_Analysis/2025_07_01__01_42_38/training_args.json b/Results/Static_Linear_Analysis/2025_07_01__01_42_38/training_args.json
new file mode 100644
index 00000000..16049677
--- /dev/null
+++ b/Results/Static_Linear_Analysis/2025_07_01__01_42_38/training_args.json
@@ -0,0 +1 @@
+{"dataset_name": "Static_Linear_Analysis", "whatAsNode": "NodeAsNode_pseudo", "data_num": 2000, "train_ratio": 0.9, "normalization": true, "model": "Structure_GraphNetwork_pseudo", "aggr": "mean", "hidden_dim": 512, "dropout_p": 0.0, "gnn_dropout": true, "gnn_act": true, "target": "all", "epoch_num": 1000, "batch_size": 1, "lr": 5e-05, "loss_function": "L1_Loss", "accuracy_threshold": 0.0001, "training_time": 508.60648664236066}
\ No newline at end of file
diff --git a/Results/Static_Linear_Analysis/2025_09_01__14_57_39/model.pt b/Results/Static_Linear_Analysis/2025_09_01__14_57_39/model.pt
new file mode 100644
index 00000000..603b016a
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diff --git a/Utils/__pycache__/accuracy.cpython-313.pyc b/Utils/__pycache__/accuracy.cpython-313.pyc
new file mode 100644
index 00000000..ebff53fd
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diff --git a/Utils/__pycache__/datasets.cpython-313.pyc b/Utils/__pycache__/datasets.cpython-313.pyc
new file mode 100644
index 00000000..cb036adc
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diff --git a/Utils/__pycache__/normalization.cpython-313.pyc b/Utils/__pycache__/normalization.cpython-313.pyc
new file mode 100644
index 00000000..2cc9a92a
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diff --git a/Utils/__pycache__/plot.cpython-313.pyc b/Utils/__pycache__/plot.cpython-313.pyc
new file mode 100644
index 00000000..362d4082
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diff --git a/Utils/datasets.py b/Utils/datasets.py
index 9b57657f..3ae386ab 100644
--- a/Utils/datasets.py
+++ b/Utils/datasets.py
@@ -1,8 +1,11 @@
 import torch
 from torch.utils.data import random_split
 
+#added by Matthew#
+import os
 
-
+'''
+#This section isn't directing to the correct file path#
 def get_dataset(dataset_name='Static_Linear_Analysis', whatAsNode='NodeAsNode', structure_num=300, special_path=None):
     if special_path != None:
         root = special_path
@@ -21,8 +24,26 @@ def get_dataset(dataset_name='Static_Linear_Analysis', whatAsNode='NodeAsNode',
             print("No file: ", structure_graph_path)
      
     return data_list
+'''
+#Updated get_dataset
+def get_dataset(dataset_name='Static_Linear_Analysis', whatAsNode='NodeAsNode', structure_num=300, special_path=None):
+    if special_path is not None:
+        root = special_path
+    else:
+        root = os.path.join('Data', dataset_name)
 
+    data_list = []
+    for index in range(1, structure_num + 1):
+        folder_name = os.path.join(root, f'structure_{index}')
+        structure_graph_path = os.path.join(folder_name, f'structure_graph_{whatAsNode}.pt')
+
+        if os.path.exists(structure_graph_path):
+            graph = torch.load(structure_graph_path, weights_only=False)
+            data_list.append(graph)
+        else:
+            print("No file:", structure_graph_path)
 
+    return data_list
 
 
 def split_dataset(dataset, 
diff --git a/Utils/normalization.py b/Utils/normalization.py
index aef2e9b5..1bf42155 100644
--- a/Utils/normalization.py
+++ b/Utils/normalization.py
@@ -69,7 +69,8 @@ def getMinMax_y_linear(dataset, norm_dict):
     min_torsion = 0
     max_torsion = torch.max(torch.abs(y[:, 32:38]))
     norm_dict['torsion'] = [min_torsion, max_torsion]
-    
+
+
     del x, y
     return norm_dict
     
@@ -136,6 +137,8 @@ def normalize_dataset(dataset, analysis='linear'):
     norm_dict = getMinMax_x(dataset, norm_dict)
     
     norm_dict = getMinMax_y_linear(dataset, norm_dict)
+
+
     for data in dataset:
         normalize_linear(data, norm_dict)
 
diff --git a/Utils_DataVisualization/file_explorer_tk.py b/Utils_DataVisualization/file_explorer_tk.py
new file mode 100644
index 00000000..17fbaafb
--- /dev/null
+++ b/Utils_DataVisualization/file_explorer_tk.py
@@ -0,0 +1,179 @@
+import os
+import tkinter as tk
+from tkinter import ttk, messagebox
+import re
+import sys
+
+class CustomFileExplorer(tk.Toplevel):
+    """A robust file explorer using a ttk.Treeview for performance."""
+    def __init__(self, parent, initial_dir, on_file_select_callback):
+        super().__init__(parent)
+        self.title("Select Structure File")
+        self.geometry("750x600")
+        self.on_file_select_callback = on_file_select_callback
+        self.history = []
+        self.history_pos = -1
+        
+        # FIX: Initialize current_path immediately to prevent AttributeError on startup search trace
+        self.current_path = os.path.normpath(initial_dir)
+
+        self.configure(bg="#f0f0f0")
+
+        # --- Layout ---
+        top_bar = ttk.Frame(self, padding=(5, 5))
+        top_bar.pack(fill='x', side='top')
+        self.breadcrumb_frame = ttk.Frame(self, padding=(10, 5))
+        self.breadcrumb_frame.pack(fill='x', side='top')
+        
+        tree_frame = ttk.Frame(self)
+        tree_frame.pack(expand=True, fill='both', side='top', padx=5, pady=5)
+        
+        search_frame = ttk.Frame(self, padding=(10, 10))
+        search_frame.pack(fill='x', side='bottom')
+
+        # --- Treeview for file listing ---
+        self.tree = ttk.Treeview(tree_frame, columns=('fullpath', 'type'), show='tree', selectmode='browse')
+        v_scroll = ttk.Scrollbar(tree_frame, orient='vertical', command=self.tree.yview)
+        self.tree.configure(yscrollcommand=v_scroll.set)
+        self.tree.pack(side='left', expand=True, fill='both')
+        v_scroll.pack(side='right', fill='y')
+
+        # --- Navigation & Search Widgets ---
+        self.back_btn = ttk.Button(top_bar, text="Back", command=self.go_back, state="disabled")
+        self.back_btn.pack(side='left', padx=(0, 2))
+        self.fwd_btn = ttk.Button(top_bar, text="Forward", command=self.go_forward, state="disabled")
+        self.fwd_btn.pack(side='left')
+        
+        ttk.Label(search_frame, text="Search:").pack(side='left', padx=(0, 5))
+        self.search_var = tk.StringVar()
+        self.search_entry = ttk.Entry(search_frame, textvariable=self.search_var)
+        self.search_entry.pack(fill='x', expand=True, side='left')
+
+        # --- Bindings ---
+        self.tree.bind("<Double-1>", self.on_item_double_click)
+        self.search_entry.bind("<Return>", self.populate_and_filter)
+        self.search_entry.bind("<Escape>", lambda e: (self.search_var.set(""), self.populate_and_filter()))
+        self.search_var.trace_add("write", lambda n, i, m: self.populate_and_filter())
+        self.bind("<Alt-Left>", lambda e: self.go_back())
+        self.bind("<Alt-Right>", lambda e: self.go_forward())
+        
+        self.search_entry.bind("<Control-a>", self.select_all_text)
+        self.search_entry.bind("<Control-A>", self.select_all_text)
+
+        self.navigate(self.current_path)
+
+    def select_all_text(self, event):
+        event.widget.select_range(0, 'end')
+        return 'break'
+
+    def navigate(self, path, add_to_history=True):
+        if not os.path.isdir(path):
+            messagebox.showerror("Error", f"Directory not found:\n{path}", parent=self)
+            return
+        
+        self.search_var.set("")
+        self.current_path = os.path.normpath(path)
+        if add_to_history:
+            if self.history_pos < len(self.history) - 1: self.history = self.history[:self.history_pos + 1]
+            if not self.history or self.history[-1] != self.current_path: self.history.append(self.current_path)
+            self.history_pos = len(self.history) - 1
+        
+        self.update_nav_buttons()
+        self.update_breadcrumbs()
+        self.populate_and_filter()
+
+    def update_nav_buttons(self):
+        self.back_btn['state'] = 'normal' if self.history_pos > 0 else 'disabled'
+        self.fwd_btn['state'] = 'normal' if self.history_pos < len(self.history) - 1 else 'disabled'
+
+    def go_back(self):
+        if self.history_pos > 0:
+            self.history_pos -= 1
+            self.navigate(self.history[self.history_pos], add_to_history=False)
+
+    def go_forward(self):
+        if self.history_pos < len(self.history) - 1:
+            self.history_pos += 1
+            self.navigate(self.history[self.history_pos], add_to_history=False)
+
+    def update_breadcrumbs(self):
+        for widget in self.breadcrumb_frame.winfo_children(): widget.destroy()
+        self.update_idletasks() # Ensure frame width is calculated
+        max_width = self.breadcrumb_frame.winfo_width()
+        current_row = ttk.Frame(self.breadcrumb_frame); current_row.pack(fill='x', anchor='w')
+        current_width = 0
+        path = self.current_path
+        parts = path.split(os.sep)
+        built_path = ""
+        for i, part in enumerate(parts):
+            if not part and i > 0: continue
+            built_path = os.path.join(built_path, part) if i > 0 else part + os.sep
+            btn_text = part + os.sep if sys.platform == "win32" and i==0 and len(part)==2 and part.endswith(':') else part
+            temp_btn = ttk.Button(current_row, text=btn_text)
+            temp_sep = ttk.Label(current_row, text="/", padding=(2,0))
+            temp_btn.update_idletasks(); temp_sep.update_idletasks()
+            btn_width = temp_btn.winfo_reqwidth()
+            sep_width = temp_sep.winfo_reqwidth() if i < len(parts) - 1 and parts[i+1] else 0
+            temp_btn.destroy(); temp_sep.destroy()
+            if current_width > 0 and current_width + btn_width + sep_width > max_width:
+                current_row = ttk.Frame(self.breadcrumb_frame); current_row.pack(fill='x', anchor='w')
+                current_width = 0
+            btn = ttk.Button(current_row, text=btn_text, command=lambda p=built_path: self.navigate(p))
+            btn.pack(side='left')
+            current_width += btn_width
+            if i < len(parts) - 1 and parts[i+1]:
+                sep = ttk.Label(current_row, text="/"); sep.pack(side='left', padx=2)
+                current_width += sep_width
+
+    def populate_and_filter(self, *args):
+        self.tree.delete(*self.tree.get_children())
+        query = self.search_var.get().lower()
+        try:
+            items = sorted(os.listdir(self.current_path), key=self.natural_sort_key)
+            for name in items:
+                if query in name.lower():
+                    full_path = os.path.join(self.current_path, name)
+                    if os.path.isdir(full_path):
+                        self.tree.insert('', 'end', text=f" [DIR] {name}", values=(full_path, 'dir'))
+                    elif name.endswith('.pt'):
+                        self.tree.insert('', 'end', text=f" [FILE] {name}", values=(full_path, 'file'))
+        except OSError as e:
+            self.tree.insert('', 'end', text=f"Error: {e}")
+
+    def on_item_double_click(self, event):
+        item_id = self.tree.focus()
+        if not item_id: return
+        values = self.tree.item(item_id, 'values')
+        path, item_type = values[0], values[1]
+        if item_type == 'dir':
+            self.navigate(path)
+        elif item_type == 'file':
+            self.on_file_select_callback(path)
+            # FIX: Safely destroy the window. The TclError happens when the parent is already gone.
+            # This ensures we only destroy if the window still exists.
+            self.destroy()
+
+    @staticmethod
+    def natural_sort_key(s):
+        return [int(text) if text.isdigit() else text.lower() for text in re.split('([0-9]+)', s)]
+
+def ask_for_file(initial_dir=None):
+    """Creates a root window and launches the file explorer to get a file path."""
+    root = tk.Tk()
+    root.withdraw()
+    selected_path = None
+    def on_select(path):
+        nonlocal selected_path
+        selected_path = path
+        root.quit() # Use quit instead of destroy to break mainloop gracefully
+    explorer = CustomFileExplorer(root, initial_dir or os.getcwd(), on_select)
+    def on_closing():
+        nonlocal selected_path
+        selected_path = None
+        root.quit()
+    explorer.protocol("WM_DELETE_WINDOW", on_closing)
+    root.mainloop()
+    # Destroy the now-unblocked root window if it still exists
+    if root.winfo_exists():
+        root.destroy()
+    return selected_path
diff --git a/Utils_DataVisualization/read_pt_structure.py b/Utils_DataVisualization/read_pt_structure.py
new file mode 100644
index 00000000..7b7f9d40
--- /dev/null
+++ b/Utils_DataVisualization/read_pt_structure.py
@@ -0,0 +1,371 @@
+import os
+import torch
+import tkinter as tk
+from tkinter import ttk, messagebox, filedialog
+
+def load_structure_from_path(data_path):
+    """Load PyTorch Geometric data directly from a file path."""
+    if not os.path.exists(data_path):
+        raise FileNotFoundError(f"No data file found at the specified path: {data_path}")
+    
+    print(f"Loading structure from:\n{os.path.normpath(data_path)}")
+    return torch.load(data_path, weights_only=False)
+
+class DiagnosticsDashboard(tk.Toplevel):
+    """A GUI dashboard with a robust layout and intuitive scrolling."""
+    def __init__(self, parent, structure_graph, file_name):
+        super().__init__(parent)
+        self.title(f"Diagnostics: {file_name}")
+        self.geometry("1200x750") # A more standard, wider default size
+        self.structure_graph = structure_graph
+        
+        main_frame = ttk.Frame(self)
+        main_frame.pack(fill='both', expand=True)
+
+        self.canvas = tk.Canvas(main_frame)
+        scrollbar = ttk.Scrollbar(main_frame, orient="vertical", command=self.canvas.yview)
+        
+        # Use a frame specifically for the scrollable content
+        self.scrollable_frame = ttk.Frame(self.canvas)
+
+        # Bind self.scrollable_frame to the canvas
+        self.canvas.create_window((0, 0), window=self.scrollable_frame, anchor="nw")
+        
+        # Configure canvas scrolling
+        self.scrollable_frame.bind("<Configure>", lambda e: self.canvas.configure(scrollregion=self.canvas.bbox("all")))
+        self.canvas.configure(yscrollcommand=scrollbar.set)
+
+        self.canvas.pack(side="left", fill="both", expand=True, padx=5, pady=5)
+        scrollbar.pack(side="right", fill="y")
+
+        # Bind mousewheel scrolling to the canvas and the inner frame
+        for widget in [self.canvas, self.scrollable_frame]:
+            widget.bind_all("<MouseWheel>", self._on_mousewheel)
+        
+        self.all_diagnostics_content = []
+
+        # Use grid for the scrollable_frame to allow proportional expansion of sections
+        self.scrollable_frame.grid_columnconfigure(0, weight=1) # Ensure columns expand horizontally
+
+        row_idx = 0
+        
+        # Copy All Button
+        copy_all_frame = ttk.Frame(self.scrollable_frame, padding=(10, 10))
+        copy_all_frame.grid(row=row_idx, column=0, sticky='ew')
+        self.create_copy_all_button_content(copy_all_frame)
+        self.scrollable_frame.grid_rowconfigure(row_idx, weight=0) # Button row doesn't need to expand
+        row_idx += 1
+
+        # Properties Section
+        properties_frame = self.create_properties_section_frame(self.scrollable_frame)
+        properties_frame.grid(row=row_idx, column=0, sticky='nsew', padx=10, pady=5)
+        self.all_diagnostics_content.append(self.populate_properties_section(properties_frame))
+        self.scrollable_frame.grid_rowconfigure(row_idx, weight=1) # Allow properties section to expand
+        row_idx += 1
+
+        # Node Features Section
+        node_features_frame = self.create_table_section_frame(self.scrollable_frame, "Node Features")
+        node_features_frame.grid(row=row_idx, column=0, sticky='nsew', padx=10, pady=5)
+        self.all_diagnostics_content.append(self.populate_node_features_section(node_features_frame))
+        self.scrollable_frame.grid_rowconfigure(row_idx, weight=1) # Allow table section to expand
+        row_idx += 1
+
+        # Edge Features Section
+        edge_features_frame = self.create_table_section_frame(self.scrollable_frame, "Edge Features")
+        edge_features_frame.grid(row=row_idx, column=0, sticky='nsew', padx=10, pady=5)
+        self.all_diagnostics_content.append(self.populate_edge_features_section(edge_features_frame))
+        self.scrollable_frame.grid_rowconfigure(row_idx, weight=1) # Allow table section to expand
+        row_idx += 1
+        
+        # Edge Index Section
+        edge_index_frame = self.create_table_section_frame(self.scrollable_frame, "Edge Index")
+        edge_index_frame.grid(row=row_idx, column=0, sticky='nsew', padx=10, pady=5)
+        self.all_diagnostics_content.append(self.populate_edge_index_section(edge_index_frame))
+        self.scrollable_frame.grid_rowconfigure(row_idx, weight=1) # Allow table section to expand
+        row_idx += 1
+
+        # Targets Section
+        targets_frame = self.create_table_section_frame(self.scrollable_frame, "Target Values (y)")
+        targets_frame.grid(row=row_idx, column=0, sticky='nsew', padx=10, pady=5)
+        self.all_diagnostics_content.append(self.populate_targets_section(targets_frame))
+        self.scrollable_frame.grid_rowconfigure(row_idx, weight=1) # Allow table section to expand
+        row_idx += 1
+
+        self.finalize_setup()
+
+    def _on_mousewheel(self, event):
+        # Determine the widget under the cursor
+        widget = self.winfo_containing(event.x_root, event.y_root)
+        
+        # Traverse up the widget hierarchy to find a Treeview or a Canvas (for table scrolling)
+        target_scroll_widget = None
+        current_widget = widget
+        while current_widget is not None:
+            if isinstance(current_widget, ttk.Treeview):
+                # If a Treeview is found, this is the most specific scrollable widget
+                target_scroll_widget = current_widget
+                break
+            # Check if the current widget is a Canvas that is explicitly designed for horizontal table scrolling
+            if isinstance(current_widget, tk.Canvas) and hasattr(current_widget, '_is_table_canvas'):
+                target_scroll_widget = current_widget
+                break
+            current_widget = current_widget.master
+            if current_widget is None: # Break to prevent infinite loop
+                break
+
+        if target_scroll_widget:
+            if isinstance(target_scroll_widget, ttk.Treeview):
+                # For Treeviews, only vertical scrolling (or Shift+horizontal) is direct
+                if event.state & 0x1: # Check for Shift key (0x1 is ShiftMask)
+                    target_scroll_widget.xview_scroll(int(-1*(event.delta/120)), "units")
+                else:
+                    target_scroll_widget.yview_scroll(int(-1*(event.delta/120)), "units")
+            elif isinstance(target_scroll_widget, tk.Canvas):
+                # For the dedicated table canvas, handle horizontal scrolling
+                target_scroll_widget.xview_scroll(int(-1*(event.delta/120)), "units")
+            return
+        
+        # Otherwise, scroll the main canvas vertically
+        self.canvas.yview_scroll(int(-1*(event.delta/120)), "units")
+
+    def create_copy_all_button_content(self, parent_frame):
+        # This function now just adds the button to the provided frame
+        copy_all_btn = ttk.Button(parent_frame, text="Copy All Diagnostics to Clipboard", style="Accent.TButton")
+        copy_all_btn.pack(anchor='w')
+        self.copy_all_button = copy_all_btn
+
+    def finalize_setup(self):
+        valid_content = [content for content in self.all_diagnostics_content if content]
+        full_content = "\n\n".join(valid_content)
+        self.copy_all_button.config(command=lambda: self.copy_to_clipboard(full_content, self.copy_all_button))
+
+    def copy_to_clipboard(self, content, button):
+        try:
+            self.clipboard_clear()
+            self.clipboard_append(content)
+            original_text = button.cget("text")
+            button.config(text="Copied!")
+            self.after(1500, lambda: button.config(text=original_text))
+        except tk.TclError:
+            messagebox.showerror("Clipboard Error", "The selected data is too large to be copied to the clipboard.", parent=self)
+
+    def create_properties_section_frame(self, parent):
+        # This function now only creates and returns the LabelFrame
+        return ttk.LabelFrame(parent, text=" Graph Properties ", padding=(10, 5))
+
+    def populate_properties_section(self, frame):
+        # This function populates the given frame and returns content for copying
+        properties = {
+            "Number of nodes": self.structure_graph.num_nodes,
+            "Number of edges": self.structure_graph.num_edges,
+            "Is directed": self.structure_graph.is_directed(),
+            "Has isolated nodes": self.structure_graph.has_isolated_nodes(),
+            "Has self-loops": self.structure_graph.has_self_loops(),
+            "Graph keys": list(self.structure_graph.keys())
+        }
+        content_to_copy = "--- Graph Properties ---\n"
+        for i, (key, value) in enumerate(properties.items()):
+            ttk.Label(frame, text=f"{key}:", font=("Segoe UI", 10, "bold")).grid(row=i, column=0, sticky='w', padx=5, pady=2)
+            ttk.Label(frame, text=str(value), wraplength=500).grid(row=i, column=1, sticky='w', padx=5, pady=2)
+            content_to_copy += f"{key}:\t{value}\n"
+        copy_btn = ttk.Button(frame, text="Copy Properties")
+        copy_btn.grid(row=len(properties), column=0, columnspan=2, pady=10, sticky='w', padx=5)
+        copy_btn.config(command=lambda: self.copy_to_clipboard(content_to_copy, copy_btn))
+        return content_to_copy
+
+    def create_table_section_frame(self, parent, title):
+        # This function now only creates and returns the LabelFrame
+        return ttk.LabelFrame(parent, text=f" {title} ", padding=(10, 5))
+
+    def populate_table_content(self, frame, title, data, columns):
+        # This function populates the given frame with the table and returns content for copying
+        
+        # Create a container frame for the canvas and its scrollbar
+        table_scroll_container = ttk.Frame(frame)
+        table_scroll_container.pack(fill='both', expand=True, pady=5) # This should fill the LabelFrame
+
+        # Create a Canvas to act as the scrollable area for the Treeview
+        table_canvas = tk.Canvas(table_scroll_container, highlightthickness=0)
+        table_canvas._is_table_canvas = True # Custom attribute for mousewheel handler
+
+        # Create Treeview inside the canvas
+        tree = ttk.Treeview(table_canvas, columns=columns, show='headings', height=10)
+        
+        # Configure columns
+        total_column_width = 0
+        for col in columns:
+            tree.heading(col, text=col, command=lambda _col=col: self.sort_table(tree, _col, False))
+            col_width = 120 # Default width for each column
+            tree.column(col, minwidth=50, width=col_width, anchor='center', stretch=False)
+            total_column_width += col_width
+        
+        for row_data in data:
+            tree.insert('', 'end', values=tuple(f"{v:.4f}" if isinstance(v, float) else v for v in row_data))
+
+        # Vertical Scrollbar for the Treeview itself (if there are more rows than height)
+        vsb_tree = ttk.Scrollbar(table_scroll_container, orient="vertical", command=tree.yview)
+        vsb_tree.pack(side='right', fill='y')
+        tree.configure(yscrollcommand=vsb_tree.set)
+
+        # Horizontal Scrollbar for the Canvas
+        hsb_canvas = ttk.Scrollbar(table_scroll_container, orient="horizontal", command=table_canvas.xview)
+        hsb_canvas.pack(side='bottom', fill='x')
+        table_canvas.configure(xscrollcommand=hsb_canvas.set)
+
+        # Place the Treeview inside the Canvas
+        canvas_window_id = table_canvas.create_window((0, 0), window=tree, anchor="nw")
+
+        # Pack the Canvas itself
+        table_canvas.pack(side='left', fill='both', expand=True)
+
+        # Function to update the canvas's scrollregion based on treeview's content width
+        def update_canvas_scrollregion_and_treeview_size():
+            # Get the actual width of each column after layout.
+            current_total_column_width = 0
+            for col_id in tree["columns"]:
+                current_total_column_width += tree.column(col_id, "width")
+            
+            # Add a small buffer for potential internal Treeview padding/margins
+            current_total_column_width += 30 
+            
+            # Set the canvas's scrollregion to encompass the treeview's width and height
+            table_canvas.configure(scrollregion=(0, 0, current_total_column_width, tree.winfo_reqheight()))
+            
+            # Crucial: Update the Treeview's dimensions within the canvas.
+            # This makes the Treeview itself take up the full calculated content width.
+            table_canvas.itemconfig(canvas_window_id, width=current_total_column_width, height=tree.winfo_reqheight())
+
+        # Bind to the Treeview's <Configure> event to update the canvas's scrollregion.
+        # Use after_idle to ensure the Treeview has been fully rendered.
+        tree.bind('<Configure>', lambda e: self.after_idle(update_canvas_scrollregion_and_treeview_size), add='+')
+        # Also call it once after initial setup
+        self.after_idle(update_canvas_scrollregion_and_treeview_size)
+
+        header = "\t".join(columns)
+        rows = ["\t".join(map(str, row)) for row in data]
+        content_for_copy = f"--- {title} ---\n" + header + "\n" + "\n".join(rows)
+
+        copy_btn = ttk.Button(frame, text=f"Copy {title} (TSV)")
+        copy_btn.pack(pady=(10, 5), anchor='w', padx=5)
+        copy_btn.config(command=lambda: self.copy_to_clipboard(content_for_copy, copy_btn))
+        
+        return content_for_copy
+
+    # The create_table_section function now just acts as a wrapper to create the frame
+    # and then call populate_table_content. This keeps the structure cleaner.
+    def create_table_section(self, parent, title, data, columns):
+        frame = self.create_table_section_frame(parent, title)
+        content_for_copy = self.populate_table_content(frame, title, data, columns)
+        return content_for_copy
+
+
+    def sort_table(self, tree, col, reverse):
+        data = [(tree.set(item, col), item) for item in tree.get_children('')]
+        try:
+            data.sort(key=lambda t: float(t[0]), reverse=reverse)
+        except ValueError:
+            data.sort(key=lambda t: t[0], reverse=reverse)
+        for index, (val, item) in enumerate(data):
+            tree.move(item, '', index)
+        tree.heading(col, command=lambda: self.sort_table(tree, col, not reverse))
+
+    # Modified these functions to call the new populate_table_content
+    def populate_node_features_section(self, frame):
+        data = self.structure_graph.x.tolist()
+        node_feature_names = [
+            "# Spans X", "# Spans Y", "# Spans Z",
+            "X Coord", "Y Coord", "Z Coord",
+            "Support", "Joint", "Nodal Mass",
+            "Force X", "Force Z"
+        ]
+        if len(node_feature_names) == self.structure_graph.x.shape[1]:
+            columns = ["Node #"] + node_feature_names
+        else:
+            columns = ["Node #"] + [f"F{i}" for i in range(self.structure_graph.x.shape[1])]
+        table_data = [[i] + row for i, row in enumerate(data)]
+        return self.populate_table_content(frame, "Node Features", table_data, columns)
+
+    def populate_edge_features_section(self, frame):
+        if not hasattr(self.structure_graph, 'edge_attr') or self.structure_graph.edge_attr is None:
+            return None
+        data = self.structure_graph.edge_attr.tolist()
+        edge_feature_names = ["Beam", "Column", "Length"]
+        if len(edge_feature_names) == self.structure_graph.edge_attr.shape[1]:
+            columns = ["Edge #"] + edge_feature_names
+        else:
+            columns = ["Edge #"] + [f"F{i}" for i in range(self.structure_graph.edge_attr.shape[1])]
+        table_data = [[i] + row for i, row in enumerate(data)]
+        return self.populate_table_content(frame, "Edge Features", table_data, columns)
+
+    def populate_edge_index_section(self, frame):
+        data = self.structure_graph.edge_index.t().tolist()
+        columns = ["Edge #", "Source Node", "Target Node"]
+        table_data = [[i] + row for i, row in enumerate(data)]
+        return self.populate_table_content(frame, "Edge Index", table_data, columns)
+
+    def populate_targets_section(self, frame):
+        if not hasattr(self.structure_graph, 'y') or self.structure_graph.y is None:
+            return None
+        data = self.structure_graph.y.tolist()
+        num_targets = self.structure_graph.y.shape[1] if self.structure_graph.y.dim() > 1 else 1
+        
+        target_names = ["Disp X", "Disp Y"]
+        for i in range(6):
+            target_names.append(f"Moment Y {i+1}")
+        for i in range(6):
+            target_names.append(f"Moment Z {i+1}")
+        for i in range(6):
+            target_names.append(f"Shear Y {i+1}")
+        for i in range(6):
+            target_names.append(f"Shear Z {i+1}")
+
+        if len(target_names) == num_targets:
+            columns = ["Node #"] + target_names
+        else:
+            columns = ["Node #"] + [f"Target {i}" for i in range(num_targets)]
+        
+        if num_targets == 1:
+            table_data = [[i, val] for i, val in enumerate(data)]
+        else:
+            table_data = [[i] + row for i, row in enumerate(data)]
+        return self.populate_table_content(frame, "Target Values (y)", table_data, columns)
+
+if __name__ == "__main__":
+    root_dummy = tk.Tk()
+    root_dummy.withdraw()
+
+    script_dir = os.path.dirname(os.path.abspath(__file__))
+    project_root = os.path.dirname(script_dir)
+
+    print("Opening file explorer to select a structure file...")
+    file_path = filedialog.askopenfilename(
+        initialdir=project_root,
+        title="Select a PyTorch Geometric .pt file",
+        filetypes=(("PyTorch Geometric files", "*.pt"), ("All files", "*.*"))
+    )
+
+    if file_path:
+        try:
+            structure_graph = load_structure_from_path(file_path)
+            
+            root = tk.Tk()
+            root.withdraw()
+            
+            style = ttk.Style(root)
+            if 'clam' in style.theme_names(): style.theme_use('clam')
+            style.configure('Accent.TButton', background='#0078d4', foreground='white')
+            style.map('Accent.TButton', background=[('active', '#005a9e')])
+            
+            dashboard = DiagnosticsDashboard(root, structure_graph, os.path.basename(file_path))
+            dashboard.protocol("WM_DELETE_WINDOW", root.destroy)
+            
+            root.mainloop()
+
+        except FileNotFoundError as e:
+            messagebox.showerror("Error", str(e))
+        except Exception as e:
+            messagebox.showerror("Unexpected Error", f"An error occurred while loading the file:\n{e}")
+    else:
+        print("No file selected. Exiting.")
+    
+    root_dummy.destroy()
\ No newline at end of file
diff --git a/Utils_DataVisualization/read_pt_terminal.py b/Utils_DataVisualization/read_pt_terminal.py
new file mode 100644
index 00000000..d7ce9efc
--- /dev/null
+++ b/Utils_DataVisualization/read_pt_terminal.py
@@ -0,0 +1,284 @@
+import os
+import torch
+import pandas as pd
+
+
+def load_structure_from_path(data_path):
+    """Load PyTorch Geometric data directly from a file path."""
+    if not os.path.exists(data_path):
+        raise FileNotFoundError(f"No data file found at the specified path: {data_path}")
+
+    print(f"Loading structure from: {os.path.normpath(data_path)}")
+    try:
+        return torch.load(data_path, weights_only=False)
+    except Exception as e:
+        raise ValueError(f"Error loading PyTorch Geometric data from {data_path}: {e}")
+
+
+# --- NEW: helpers for pretty names -------------------------------------------------
+def _name_node_features(n):
+    default = [f"Feature {i + 1}" for i in range(n)]
+    expected = [
+        "# Spans X", "# Spans Y", "# Spans Z",
+        "X Coord", "Y Coord", "Z Coord",
+        "Support", "Joint", "Nodal Mass",
+        "Force X", "Force Z"
+    ]
+    return expected if len(expected) == n else default
+
+
+def _name_edge_features(n):
+    default = [f"Feature {i + 1}" for i in range(n)]
+    expected = ["Beam", "Column", "Length"]
+    return expected if len(expected) == n else default
+
+
+def _name_node_targets(n):
+    default = [f"Target {i + 1}" for i in range(n)]
+    names = ["Disp X", "Disp Y"]
+    names += [f"Moment Y {i + 1}" for i in range(6)]
+    names += [f"Moment Z {i + 1}" for i in range(6)]
+    names += [f"Shear Y {i + 1}" for i in range(6)]
+    names += [f"Shear Z {i + 1}" for i in range(6)]
+    return names if len(names) == n else default
+
+
+def _name_edge_targets(n):  # <-- NEW
+    """
+    Try to label common edge target layouts:
+    - 24 = MY(6), MZ(6), VY(6), VZ(6)
+    - 12 = MY(6), MZ(6)
+    Otherwise generic names.
+    """
+    if n == 24:
+        names = []
+        names += [f"Moment Y {i + 1}" for i in range(6)]
+        names += [f"Moment Z {i + 1}" for i in range(6)]
+        names += [f"Shear Y {i + 1}" for i in range(6)]
+        names += [f"Shear Z {i + 1}" for i in range(6)]
+        return names
+    if n == 12:
+        names = []
+        names += [f"Moment Y {i + 1}" for i in range(6)]
+        names += [f"Moment Z {i + 1}" for i in range(6)]
+        return names
+    return [f"Edge Target {i + 1}" for i in range(n)]
+
+
+def _get_edge_target_tensor(g):  # <-- NEW
+    """
+    Return (tensor, attr_name) if any edge target attribute exists, else (None, None).
+    Checks several common attribute names.
+    """
+    candidate_names = [
+        "edge_y", "y_edge", "edge_targets", "edge_labels",
+        "edge_tgt", "edge_output", "edge_outputs"
+    ]
+    for name in candidate_names:
+        if hasattr(g, name):
+            t = getattr(g, name)
+            if t is not None:
+                return t, name
+    return None, None
+
+
+# -----------------------------------------------------------------------------------
+
+def display_diagnostics_terminal(structure_graph, file_name):
+    """Displays diagnostics of the structure graph in the terminal."""
+    print("\n" + "=" * 50)
+    print(f"Diagnostics for: {file_name}")
+    print("=" * 50 + "\n")
+
+    # 1. Graph Properties
+    print("--- Graph Properties ---")
+    print(f"Number of nodes: {structure_graph.num_nodes}")
+    print(f"Number of edges: {structure_graph.num_edges}")
+    print(f"Is directed: {structure_graph.is_directed()}")
+    print(f"Has isolated nodes: {structure_graph.has_isolated_nodes()}")
+    print(f"Has self-loops: {structure_graph.has_self_loops()}")
+    print(f"Graph keys: {list(structure_graph.keys())}\n")
+
+    # 2. Node Features
+    print("--- Node Features ---")
+    if hasattr(structure_graph, 'x') and structure_graph.x is not None:
+        node_features_data = structure_graph.x.tolist()
+        num_node_features = structure_graph.x.shape[1]
+        columns = _name_node_features(num_node_features)
+        df_nodes = pd.DataFrame(node_features_data, columns=columns)
+        df_nodes.index.name = "Node #"
+        print(df_nodes.to_string())
+    else:
+        print("No node features (graph.x) found.")
+    print("\n")
+
+    # 3. Edge Features
+    print("--- Edge Features ---")
+    if hasattr(structure_graph, 'edge_attr') and structure_graph.edge_attr is not None:
+        edge_features_data = structure_graph.edge_attr.tolist()
+        num_edge_features = structure_graph.edge_attr.shape[1]
+        columns = _name_edge_features(num_edge_features)
+        df_edges_attr = pd.DataFrame(edge_features_data, columns=columns)
+        df_edges_attr.index.name = "Edge #"
+        print(df_edges_attr.to_string())
+    else:
+        print("No edge features (graph.edge_attr) found.")
+    print("\n")
+
+    # 4. Edge Index
+    print("--- Edge Index (Source, Target) ---")
+    if hasattr(structure_graph, 'edge_index') and structure_graph.edge_index is not None:
+        edge_index_data = structure_graph.edge_index.t().tolist()
+        df_edge_index = pd.DataFrame(edge_index_data, columns=["Source Node", "Target Node"])
+        df_edge_index.index.name = "Edge #"
+        print(df_edge_index.to_string())
+    else:
+        print("No edge index (graph.edge_index) found.")
+    print("\n")
+
+    # 5. Target Values (y)
+    print("--- Target Values (y) ---")
+    if hasattr(structure_graph, 'y') and structure_graph.y is not None:
+        y = structure_graph.y
+        if y.dim() == 1:
+            y = y.unsqueeze(1)
+        target_data = y.tolist()
+        num_targets = y.shape[1]
+        columns = _name_node_targets(num_targets)
+        df_targets = pd.DataFrame(target_data, columns=columns)
+        df_targets.index.name = "Node #"
+        print(df_targets.to_string())
+    else:
+        print("No target values (graph.y) found.")
+    print("\n")
+
+    # 6. Edge Target Values (edge_y)  <-- NEW SECTION
+    print("--- Edge Target Values (edge_y) ---")
+    edge_y, edge_attr_name = _get_edge_target_tensor(structure_graph)
+    if edge_y is not None:
+        ey = edge_y
+        if ey.dim() == 1:
+            ey = ey.unsqueeze(1)
+        num_edge_targets = ey.shape[1]
+        columns = _name_edge_targets(num_edge_targets)
+        df_edge_targets = pd.DataFrame(ey.tolist(), columns=columns)
+        df_edge_targets.index.name = "Edge #"
+        print(f"(Detected attribute name: '{edge_attr_name}')")
+        print(df_edge_targets.to_string())
+    else:
+        print(
+            "No edge target values found (looked for: edge_y, y_edge, edge_targets, edge_labels, edge_tgt, edge_output, edge_outputs).")
+    print("\n")
+
+
+def interactive_file_explorer(initial_path=None, file_extension=".pt"):
+    """
+    Provides an interactive terminal-based file explorer.
+    Allows navigation through directories and selection of files.
+    """
+    if initial_path is None:
+        initial_path = os.getcwd()  # Start in current working directory
+
+    current_path = os.path.abspath(initial_path)
+
+    while True:
+        print(f"\nCurrent Directory: {current_path}")
+
+        items = sorted(os.listdir(current_path))
+
+        # Separate directories and files
+        dirs = [d for d in items if os.path.isdir(os.path.join(current_path, d))]
+        files = [f for f in items if os.path.isfile(os.path.join(current_path, f))]
+
+        numbered_items = []
+
+        if os.path.abspath(current_path) != os.path.abspath(os.path.dirname(current_path)):
+            # Only show '..' if not at the root of the drive/system
+            numbered_items.append(".. (Go up one directory)")
+
+        print("\n--- Directories ---")
+        for i, d in enumerate(dirs):
+            numbered_items.append(f"{d}/")
+            print(f"{len(numbered_items) - 1}. {d}/")
+
+        eligible_files = [f for f in files if f.endswith(file_extension)]
+        other_files = [f for f in files if not f.endswith(file_extension)]
+
+        print("\n--- .pt Files (Selectable) ---")
+        if not eligible_files:
+            print("  (No .pt files in this directory)")
+        for i, f in enumerate(eligible_files):
+            numbered_items.append(f)
+            print(f"{len(numbered_items) - 1}. {f}")
+
+        if other_files:
+            print("\n--- Other Files ---")
+            for f in other_files:
+                print(f"  {f}")  # Not numbered, just for visibility
+
+        print("\n--- Options ---")
+        print("Type 'q' to quit.")
+        print("Type the number or name of a directory/file to navigate/select.")
+
+        choice = input(
+            f"Enter choice or directory/file name (e.g., '{numbered_items[1].split(' ')[0] if len(numbered_items) > 1 else 'q'}'): ").strip()
+
+        if choice.lower() == 'q':
+            return None
+
+        target_item = None
+        try:
+            # Try to interpret as a number
+            idx = int(choice)
+            if 0 <= idx < len(numbered_items):
+                target_item = numbered_items[idx]
+        except ValueError:
+            # Not a number, try to interpret as a name
+            if choice == '..':
+                target_item = '..'
+            elif choice.endswith('/') and choice[:-1] in dirs:
+                target_item = choice[:-1]  # Remove trailing slash for actual dir name
+            elif choice in dirs:
+                target_item = choice
+            elif choice in eligible_files:
+                target_item = choice
+            else:
+                print(f"Invalid choice or name: '{choice}'. Please try again.")
+                continue
+
+        if target_item == '..':
+            current_path = os.path.dirname(current_path)
+            if not os.path.exists(current_path):  # Handle going up from root
+                current_path = os.path.abspath(os.sep)  # Or back to the C:\ on Windows
+            continue
+
+        selected_path = os.path.join(current_path, target_item)
+
+        if os.path.isdir(selected_path):
+            current_path = selected_path
+        elif os.path.isfile(selected_path) and selected_path.endswith(file_extension):
+            return selected_path
+        else:
+            print(
+                f"Invalid selection: '{target_item}'. Not a valid directory or a '{file_extension}' file. Please try again.")
+
+
+if __name__ == "__main__":
+    script_dir = os.path.dirname(os.path.abspath(__file__))
+    project_root = os.path.dirname(script_dir)  # Adjust this if your project root is different
+
+    print("Starting interactive file explorer. Navigate to your .pt file.")
+    selected_file_path = interactive_file_explorer(initial_path=project_root, file_extension=".pt")
+
+    if selected_file_path:
+        try:
+            structure_graph = load_structure_from_path(selected_file_path)
+            display_diagnostics_terminal(structure_graph, os.path.basename(selected_file_path))
+        except FileNotFoundError as e:
+            print(f"Error: {e}")
+        except ValueError as e:
+            print(f"Error: {e}")
+        except Exception as e:
+            print(f"An unexpected error occurred: {e}")
+    else:
+        print("File selection cancelled. Exiting.")
diff --git a/Utils_DataVisualization/visualize_graph_structure.py b/Utils_DataVisualization/visualize_graph_structure.py
new file mode 100644
index 00000000..5e8809c8
--- /dev/null
+++ b/Utils_DataVisualization/visualize_graph_structure.py
@@ -0,0 +1,86 @@
+import os
+import torch
+import numpy as np
+import matplotlib.pyplot as plt
+from mpl_toolkits.mplot3d.art3d import Line3DCollection
+import tkinter as tk
+from tkinter import filedialog, messagebox
+import re
+
+def load_structure(data_path):
+    """Load PyTorch Geometric data from a specific file path."""
+    if not os.path.exists(data_path):
+        raise FileNotFoundError(f"No data file found at: {data_path}")
+    print(f"Loading structure from:\n{os.path.normpath(data_path)}")
+    return torch.load(data_path, weights_only=False)
+
+def visualize_graph(structure_graph, structure_id):
+    """
+    Generate an optimized 3D visualization of a structure graph with node labels.
+    """
+    positions = {
+        i: (
+            structure_graph.x[i, 3].item(),
+            structure_graph.x[i, 4].item(),
+            structure_graph.x[i, 5].item()
+        )
+        for i in range(structure_graph.num_nodes)
+    }
+
+    edge_list = structure_graph.edge_index.numpy().T
+
+    fig = plt.figure(figsize=(12, 10))
+    ax = fig.add_subplot(111, projection='3d')
+
+    edge_segments = [(positions[u], positions[v]) for u, v in edge_list]
+    edge_collection = Line3DCollection(edge_segments, colors="b", linewidths=0.8, zorder=1)
+    ax.add_collection3d(edge_collection)
+
+    node_coords = np.array(list(positions.values()))
+    ax.scatter(node_coords[:, 0], node_coords[:, 1], node_coords[:, 2],
+               c='r', s=25, edgecolors='k', zorder=5)
+
+    for node_id, pos in positions.items():
+        ax.text(pos[0], pos[1], pos[2], str(node_id), fontsize=7, zorder=6, color='#333333')
+
+    if node_coords.size > 0:
+        min_vals = np.min(node_coords, axis=0)
+        max_vals = np.max(node_coords, axis=0)
+        center = (min_vals + max_vals) / 2
+        span = np.max(max_vals - min_vals) * 0.6
+        ax.set_xlim(center[0] - span, center[0] + span)
+        ax.set_ylim(center[1] - span, center[1] + span)
+        ax.set_zlim(center[2] - span, center[2] + span)
+
+    ax.set_xlabel('X Axis')
+    ax.set_ylabel('Y Axis')
+    ax.set_zlabel('Z Axis')
+    ax.set_title(f'3D Structural Graph (ID: {structure_id})', pad=20, fontsize=14)
+    ax.view_init(elev=25, azim=-75)
+    plt.tight_layout()
+    plt.show()
+
+def main():
+    root = tk.Tk()
+    root.withdraw()  # Hide the root window
+    file_path = filedialog.askopenfilename(
+        title="Select a PyTorch Geometric .pt file",
+        filetypes=[("PyTorch Geometric files", "*.pt"), ("All files", "*.*")]
+    )
+
+    if not file_path:
+        print("No file selected.")
+        return
+
+    try:
+        match = re.search(r'structure_(\d+)', file_path)
+        structure_id = match.group(1) if match else os.path.basename(file_path)
+        structure_graph = load_structure(file_path)
+        print(f"\nGraph Metadata: Nodes: {structure_graph.num_nodes}, Edges: {structure_graph.num_edges}")
+        visualize_graph(structure_graph, structure_id)
+    except Exception as e:
+        messagebox.showerror("Error", f"An error occurred: {str(e)}")
+        print(e)
+
+if __name__ == "__main__":
+    main()
diff --git a/Utils_SAP2000/accuracy.py b/Utils_SAP2000/accuracy.py
new file mode 100644
index 00000000..d137728c
--- /dev/null
+++ b/Utils_SAP2000/accuracy.py
@@ -0,0 +1,13 @@
+import torch
+
+    
+def node_accuracy(node_out, node_y, accuracy_threshold):
+    # The value smaller than max_value * accuracy_threshold value will be set to 0, then be ignored.
+    # Calculating accuracy uses denormalized y.
+    device = node_out.device
+    condition = torch.abs(node_y) > accuracy_threshold 
+
+    ones = torch.ones(node_y.shape).to(device)[condition]
+    zeros = torch.zeros(node_y.shape).to(device)[condition]
+    relative_accuracy = torch.max(ones - torch.div(torch.abs(node_y[condition] - node_out[condition]), torch.abs(node_y[condition])), zeros)
+    return relative_accuracy.sum(), torch.numel(relative_accuracy)
\ No newline at end of file
diff --git a/Utils_SAP2000/datasets.py b/Utils_SAP2000/datasets.py
new file mode 100644
index 00000000..272b5fef
--- /dev/null
+++ b/Utils_SAP2000/datasets.py
@@ -0,0 +1,92 @@
+import torch
+from torch.utils.data import random_split
+import os
+
+# -------------------------------------------------------------------------
+# Load dataset
+# -------------------------------------------------------------------------
+def get_dataset(structure_num=300):
+    """
+    Loads a list of PyTorch Geometric graph data objects.
+    Each graph is expected at:
+        Data_SAP2000/structure_<index>.pt
+    """
+    root = 'Data_SAP2000'
+
+    data_list = []
+    for index in range(1, structure_num + 1):
+        structure_graph_path = os.path.join(root, f'structure_{index}.pt')
+
+        if os.path.exists(structure_graph_path):
+            graph = torch.load(structure_graph_path, weights_only=False)
+            data_list.append(graph)
+        else:
+            print("No file:", structure_graph_path)
+
+    return data_list
+
+
+# -------------------------------------------------------------------------
+# Split dataset
+# -------------------------------------------------------------------------
+def split_dataset(dataset, train_ratio=0.9, valid_ratio=0.1, test_ratio=None):
+    """
+    Splits the dataset into train, validation, and optional test sets.
+    """
+    length = len(dataset)
+    if test_ratio is None:
+        train_len = int(length * train_ratio)
+        valid_len = length - train_len
+        train_dataset, valid_dataset = random_split(
+            dataset,
+            [train_len, valid_len],
+            generator=torch.Generator().manual_seed(731)
+        )
+        return train_dataset, valid_dataset, None
+    else:
+        train_len = int(length * train_ratio)
+        valid_len = int(length * valid_ratio)
+        test_len = length - train_len - valid_len
+        train_dataset, valid_dataset, test_dataset = random_split(
+            dataset,
+            [train_len, valid_len, test_len],
+            generator=torch.Generator().manual_seed(731)
+        )
+        return train_dataset, valid_dataset, test_dataset
+
+
+# -------------------------------------------------------------------------
+# Target index mapping
+# -------------------------------------------------------------------------
+def get_target_index(target):
+    """
+    Returns the start and end indices for selecting node or edge target features.
+
+    Node outputs:
+        0: disp_x
+        1: disp_y
+
+    Edge outputs (for reference):
+        0–2: edge_shear
+        3–5: edge_moment
+    """
+    # Node-level targets (2 total)
+    if target == 'disp_x':
+        y_start, y_finish = 0, 1
+    elif target == 'disp_y':
+        y_start, y_finish = 1, 2
+    elif target in ['disp', 'all', 'node_all']:
+        y_start, y_finish = 0, 2
+
+    # Edge-level targets (6 total)
+    elif target == 'edge_shear':
+        y_start, y_finish = 0, 3
+    elif target == 'edge_moment':
+        y_start, y_finish = 3, 6
+    elif target in ['edge_all', 'edge']:
+        y_start, y_finish = 0, 6
+
+    else:
+        raise ValueError(f"No such output target: '{target}'")
+
+    return y_start, y_finish
diff --git a/Utils_SAP2000/normalization.py b/Utils_SAP2000/normalization.py
new file mode 100644
index 00000000..fba839ba
--- /dev/null
+++ b/Utils_SAP2000/normalization.py
@@ -0,0 +1,176 @@
+import torch
+from torch_geometric.loader import DataLoader
+
+# Small constant to avoid division-by-zero
+_EPS = 1e-8
+
+def _to_dev_dtype(v, ref_tensor):
+    """Convert scalar/tensor v to the device/dtype of ref_tensor."""
+    return torch.as_tensor(v, device=ref_tensor.device, dtype=ref_tensor.dtype)
+
+def _safe_range(lo, hi, ref_tensor):
+    """
+    Returns (lo_t, den_t) on the proper device/dtype, with denominator clamped >= _EPS.
+    lo, hi can be Python floats or tensors.
+    """
+    lo_t = _to_dev_dtype(lo, ref_tensor)
+    hi_t = _to_dev_dtype(hi, ref_tensor)
+    den_t = (hi_t - lo_t).abs().clamp_min(_EPS)
+    return lo_t, den_t
+
+
+# ---------------------------------------------
+# NODE INPUT NORMALIZATION (0 .. max|·|)
+# ---------------------------------------------
+def getMinMax_x(dataset, norm_dict):
+    # Load a single concatenated batch across the whole dataset
+    loader = DataLoader(dataset, batch_size=len(dataset))
+    data = next(iter(loader))
+    x = data.x
+    edge_attr = data.edge_attr
+
+    # grid index-like features (first 3 columns)
+    min_grid_num = 0.0
+    max_grid_num = torch.max(torch.abs(x[:, :3]))
+    norm_dict['grid_num'] = [min_grid_num, max_grid_num]
+
+    # coordinates (cols 3:6) — keep your original absolute scaling intent, min=0
+    min_coord = 0.0
+    max_coord = torch.max(torch.abs(x[:, 3:6]))
+    norm_dict['coord'] = [min_coord, max_coord]
+
+    # mass (col 8)
+    min_mass = 0.0
+    max_mass = torch.max(torch.abs(x[:, 8]))
+    norm_dict['mass'] = [min_mass, max_mass]
+
+    # forces (cols 9:)
+    min_force = 0.0
+    max_force = torch.max(torch.abs(x[:, 9:])) if x.shape[1] > 9 else torch.tensor(1.0, device=x.device, dtype=x.dtype)
+    norm_dict['force'] = [min_force, max_force]
+
+    # Edge attributes (length at col index 2)
+    if edge_attr is not None and edge_attr.shape[1] > 2:
+        min_length = 0.0
+        max_length = torch.max(torch.abs(edge_attr[:, 2]))
+    else:
+        # Fallback if edge_attr missing or too short
+        min_length = 0.0
+        max_length = torch.tensor(1.0, device=x.device, dtype=x.dtype)
+    norm_dict['length'] = [min_length, max_length]
+
+    del x, edge_attr
+    return norm_dict
+
+
+# ---------------------------------------------
+# NODE & EDGE OUTPUT NORMALIZATION (0 .. max|·|)
+# ---------------------------------------------
+def getMinMax_y_linear(dataset, norm_dict):
+    loader = DataLoader(dataset, batch_size=len(dataset))
+    data = next(iter(loader))
+
+    # Node outputs (first 2 displacement features)
+    y = data.y
+    min_disp = 0.0
+    max_disp = torch.max(torch.abs(y[:, 0:2]))
+    norm_dict['disp'] = [min_disp, max_disp]
+    del y
+
+    # Edge outputs (6 total, split into two groups: 0:3 shear, 3:6 moment)
+    if hasattr(data, 'edge_y') and data.edge_y is not None:
+        edge_y = data.edge_y
+
+        min_edge_shear = 0.0
+        max_edge_shear = torch.max(torch.abs(edge_y[:, 0:3]))
+        norm_dict['edge_shear'] = [min_edge_shear, max_edge_shear]
+
+        min_edge_moment = 0.0
+        max_edge_moment = torch.max(torch.abs(edge_y[:, 3:6]))
+        norm_dict['edge_moment'] = [min_edge_moment, max_edge_moment]
+
+        del edge_y
+
+    return norm_dict
+
+
+# ---------------------------------------------
+# APPLY NORMALIZATION (safe denominators)
+# ---------------------------------------------
+def normalize_linear(data, norm_dict):
+    # Node input features
+    lo, den = _safe_range(*norm_dict['grid_num'], ref_tensor=data.x)
+    data.x[:, :3] = (data.x[:, :3] - lo) / den
+
+    lo, den = _safe_range(*norm_dict['coord'], ref_tensor=data.x)
+    data.x[:, 3:6] = (data.x[:, 3:6] - lo) / den
+
+    lo, den = _safe_range(*norm_dict['mass'], ref_tensor=data.x)
+    data.x[:, 8] = (data.x[:, 8] - lo) / den
+
+    if data.x.shape[1] > 9:
+        lo, den = _safe_range(*norm_dict['force'], ref_tensor=data.x)
+        data.x[:, 9:] = (data.x[:, 9:] - lo) / den
+
+    # Edge input (length)
+    if hasattr(data, 'edge_attr') and data.edge_attr is not None and data.edge_attr.shape[1] > 2:
+        lo, den = _safe_range(*norm_dict['length'], ref_tensor=data.edge_attr)
+        data.edge_attr[:, 2] = (data.edge_attr[:, 2] - lo) / den
+
+    # Node outputs (2 displacements)
+    if hasattr(data, 'y') and data.y is not None and data.y.shape[1] >= 2:
+        lo, den = _safe_range(*norm_dict['disp'], ref_tensor=data.y)
+        data.y[:, 0:2] = (data.y[:, 0:2] - lo) / den
+
+    # Edge outputs (6 total)
+    if hasattr(data, 'edge_y') and data.edge_y is not None and data.edge_y.shape[1] >= 6:
+        lo, den = _safe_range(*norm_dict['edge_shear'], ref_tensor=data.edge_y)
+        data.edge_y[:, 0:3] = (data.edge_y[:, 0:3] - lo) / den
+
+        lo, den = _safe_range(*norm_dict['edge_moment'], ref_tensor=data.edge_y)
+        data.edge_y[:, 3:6] = (data.edge_y[:, 3:6] - lo) / den
+
+    return data
+
+
+# ---------------------------------------------
+# DENORMALIZATION HELPERS (mirror the above)
+# ---------------------------------------------
+def denormalize_disp(disp, norm_dict):
+    lo, den = norm_dict['disp']
+    # den here is hi - lo; reproduce original formula: x = norm * (hi - lo) + lo
+    return disp * (_to_dev_dtype(den, disp) - _to_dev_dtype(0.0, disp)) + _to_dev_dtype(lo, disp)
+
+def denormalize_edge_y(edge_y, norm_dict):
+    # First 3 = shear
+    lo, hi = norm_dict['edge_shear']
+    edge_y[:, 0:3] = edge_y[:, 0:3] * (_to_dev_dtype(hi, edge_y) - _to_dev_dtype(lo, edge_y)) + _to_dev_dtype(lo, edge_y)
+    # Last 3 = moment
+    lo, hi = norm_dict['edge_moment']
+    edge_y[:, 3:6] = edge_y[:, 3:6] * (_to_dev_dtype(hi, edge_y) - _to_dev_dtype(lo, edge_y)) + _to_dev_dtype(lo, edge_y)
+    return edge_y
+
+def denormalize_y_linear(y, norm_dict):
+    lo, hi = norm_dict['disp']
+    y[:, 0:2] = y[:, 0:2] * (_to_dev_dtype(hi, y) - _to_dev_dtype(lo, y)) + _to_dev_dtype(lo, y)
+    return y
+
+
+# ---------------------------------------------
+# MAIN NORMALIZATION ENTRY POINTS
+# ---------------------------------------------
+def normalize_dataset(dataset, analysis='linear'):
+    norm_dict = dict()
+    norm_dict = getMinMax_x(dataset, norm_dict)
+    norm_dict = getMinMax_y_linear(dataset, norm_dict)
+
+    for data in dataset:
+        normalize_linear(data, norm_dict)
+
+    return dataset, norm_dict
+
+
+def normalize_dataset_byNormDict(dataset, norm_dict, analysis='linear'):
+    for data in dataset:
+        normalize_linear(data, norm_dict)
+    return dataset
diff --git a/Utils_SAP2000/plot.py b/Utils_SAP2000/plot.py
new file mode 100644
index 00000000..69b57761
--- /dev/null
+++ b/Utils_SAP2000/plot.py
@@ -0,0 +1,310 @@
+import os
+import matplotlib.pyplot as plt
+import numpy as np
+from torch_geometric.utils.convert import to_networkx
+import networkx as nx
+
+
+# -------------------------------------------------------------------------
+# General utilities
+# -------------------------------------------------------------------------
+def print_space():
+    """Visual separator for console output."""
+    return "\n" * 3 + "=" * 100 + "\n" * 3
+
+
+def moving_average(record, half_length=10):
+    """
+    Safe adaptive moving average.
+    Automatically reduces the smoothing window for short training runs.
+    If the window would cover nearly the whole series, no smoothing is applied.
+    """
+    record = np.asarray(record, dtype=np.float32)
+    n = len(record)
+    if n == 0:
+        return record
+
+    # Cap the window to at most ~n/5 on each side
+    half = min(max(1, half_length), max(1, (n - 1) // 5))
+    if (2 * half + 1) >= n:
+        return record
+
+    avg = np.zeros(n, dtype=np.float32)
+    for i in range(n):
+        start = max(0, i - half)
+        end = min(n, i + half + 1)
+        avg[i] = record[start:end].mean()
+    return avg
+
+
+# -------------------------------------------------------------------------
+# Helpers
+# -------------------------------------------------------------------------
+def _maybe_plot_curve(series, label):
+    """Helper: plot a curve if it’s non-empty."""
+    if series is None:
+        return
+    arr = np.asarray(series, dtype=np.float32)
+    if arr.size == 0:
+        return
+    epochs = np.arange(1, len(arr) + 1)
+    plt.plot(epochs, moving_average(arr), label=label)
+
+
+# -------------------------------------------------------------------------
+# Learning and loss curves (combined; optional node/edge overlays)
+# -------------------------------------------------------------------------
+def plot_learningCurve(
+    accuracy_record,
+    save_model_dir,
+    title=None,
+    target="node_edge",
+    # Optional separate curves (each expected shape: (3, epochs) for [train, valid, test])
+    accuracy_record_node=None,
+    accuracy_record_edge=None,
+):
+    """
+    Plots training/validation accuracy curves.
+
+    accuracy_record: np.array with shape (3, epochs) for [train, valid, test]
+                     representing the **combined (node+edge)** accuracy.
+    accuracy_record_node / accuracy_record_edge: optional arrays with the same shape
+                     if you also log node-only and edge-only accuracies.
+    """
+    train_acc, valid_acc, test_acc = accuracy_record
+
+    plt.figure(figsize=(8, 6))
+
+    # Title w/ best validation combined accuracy
+    best_val = float(np.max(valid_acc)) if len(valid_acc) else 0.0
+    full_title = (title or "Learning Curve") + f"\nBest Validation (Combined): {best_val * 100:.1f}%"
+
+    # Combined curves
+    _maybe_plot_curve(train_acc, "Train (Combined)")
+    _maybe_plot_curve(valid_acc, "Validation (Combined)")
+    if len(test_acc) and np.any(test_acc):
+        _maybe_plot_curve(test_acc, "Test (Combined)")
+
+    # Optional node-only / edge-only overlays
+    if accuracy_record_node is not None:
+        n_tr, n_va, n_te = accuracy_record_node
+        _maybe_plot_curve(n_tr, "Train (Node)")
+        _maybe_plot_curve(n_va, "Validation (Node)")
+        if len(n_te) and np.any(n_te):
+            _maybe_plot_curve(n_te, "Test (Node)")
+
+    if accuracy_record_edge is not None:
+        e_tr, e_va, e_te = accuracy_record_edge
+        _maybe_plot_curve(e_tr, "Train (Edge)")
+        _maybe_plot_curve(e_va, "Validation (Edge)")
+        if len(e_te) and np.any(e_te):
+            _maybe_plot_curve(e_te, "Test (Edge)")
+
+    plt.legend()
+    plt.grid(True, linestyle="--", alpha=0.7)
+    plt.xlabel("Epochs")
+    plt.ylabel("Accuracy (Fraction) — Combined (Node + Edge)")
+    plt.ylim([-0.05, 1.05])
+    plt.title(full_title)
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"LearningCurve_{target}.png")
+    plt.savefig(out_path)
+    plt.close()
+
+
+def plot_lossCurve(
+    loss_record,
+    save_model_dir,
+    title=None,
+    target="node_edge",
+    # Optional separate curves (each expected shape: (3, epochs) for [train, valid, test])
+    loss_record_node=None,
+    loss_record_edge=None,
+):
+    """
+    Plots training/validation loss curves.
+
+    loss_record: np.array with shape (3, epochs) for [train, valid, test]
+                 representing the **combined (node+edge)** loss.
+    loss_record_node / loss_record_edge: optional arrays with the same shape
+                 if you also log node-only and edge-only losses.
+    """
+    train_loss, valid_loss, test_loss = loss_record
+
+    plt.figure(figsize=(8, 6))
+
+    # Combined curves
+    _maybe_plot_curve(train_loss, "Train (Combined)")
+    _maybe_plot_curve(valid_loss, "Validation (Combined)")
+    if len(test_loss) and np.any(test_loss):
+        _maybe_plot_curve(test_loss, "Test (Combined)")
+
+    # Optional node-only / edge-only overlays
+    if loss_record_node is not None:
+        n_tr, n_va, n_te = loss_record_node
+        _maybe_plot_curve(n_tr, "Train (Node)")
+        _maybe_plot_curve(n_va, "Validation (Node)")
+        if len(n_te) and np.any(n_te):
+            _maybe_plot_curve(n_te, "Test (Node)")
+
+    if loss_record_edge is not None:
+        e_tr, e_va, e_te = loss_record_edge
+        _maybe_plot_curve(e_tr, "Train (Edge)")
+        _maybe_plot_curve(e_va, "Validation (Edge)")
+        if len(e_te) and np.any(e_te):
+            _maybe_plot_curve(e_te, "Test (Edge)")
+
+    plt.legend()
+    plt.grid(True, linestyle="--", alpha=0.7)
+    plt.xlabel("Epochs")
+    plt.ylabel("Loss — Combined (Node + Edge)")
+    plt.title(title or "Loss Curve (Combined)")
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"LossCurve_{target}.png")
+    plt.savefig(out_path)
+    plt.close()
+
+
+# -------------------------------------------------------------------------
+# NEW: separate node vs edge accuracy plot
+# -------------------------------------------------------------------------
+def plot_node_edge_accuracy_curves(
+    accuracy_record_node,
+    accuracy_record_edge,
+    save_model_dir,
+    title=None,
+    target="node_edge",
+):
+    """
+    Plot node accuracy and edge accuracy on the same figure,
+    for train/valid/test splits.
+
+    accuracy_record_node: np.array with shape (3, epochs) -> [train, valid, test]
+    accuracy_record_edge: np.array with shape (3, epochs) -> [train, valid, test]
+    """
+    n_tr, n_va, n_te = accuracy_record_node
+    e_tr, e_va, e_te = accuracy_record_edge
+
+    plt.figure(figsize=(8, 6))
+
+    # Node curves
+    _maybe_plot_curve(n_tr, "Train (Node)")
+    _maybe_plot_curve(n_va, "Validation (Node)")
+    if len(n_te) and np.any(n_te):
+        _maybe_plot_curve(n_te, "Test (Node)")
+
+    # Edge curves
+    _maybe_plot_curve(e_tr, "Train (Edge)")
+    _maybe_plot_curve(e_va, "Validation (Edge)")
+    if len(e_te) and np.any(e_te):
+        _maybe_plot_curve(e_te, "Test (Edge)")
+
+    plt.legend()
+    plt.grid(True, linestyle="--", alpha=0.7)
+    plt.xlabel("Epochs")
+    plt.ylabel("Accuracy (Fraction)")
+    plt.ylim([-0.05, 1.05])
+    plt.title(title or "Node vs Edge Accuracy")
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"NodeEdgeAccuracy_{target}.png")
+    plt.savefig(out_path)
+    plt.close()
+
+
+# -------------------------------------------------------------------------
+# NEW: separate node vs edge loss plot
+# -------------------------------------------------------------------------
+def plot_node_edge_loss_curves(
+    loss_record_node,
+    loss_record_edge,
+    save_model_dir,
+    title=None,
+    target="node_edge",
+):
+    """
+    Plot node loss and edge loss on the same figure,
+    for train/valid/test splits.
+
+    loss_record_node: np.array with shape (3, epochs) -> [train, valid, test]
+    loss_record_edge: np.array with shape (3, epochs) -> [train, valid, test]
+    """
+    n_tr, n_va, n_te = loss_record_node
+    e_tr, e_va, e_te = loss_record_edge
+
+    plt.figure(figsize=(8, 6))
+
+    # Node loss curves
+    _maybe_plot_curve(n_tr, "Train (Node Loss)")
+    _maybe_plot_curve(n_va, "Validation (Node Loss)")
+    if len(n_te) and np.any(n_te):
+        _maybe_plot_curve(n_te, "Test (Node Loss)")
+
+    # Edge loss curves
+    _maybe_plot_curve(e_tr, "Train (Edge Loss)")
+    _maybe_plot_curve(e_va, "Validation (Edge Loss)")
+    if len(e_te) and np.any(e_te):
+        _maybe_plot_curve(e_te, "Test (Edge Loss)")
+
+    plt.legend()
+    plt.grid(True, linestyle="--", alpha=0.7)
+    plt.xlabel("Epochs")
+    plt.ylabel("Loss")
+    plt.title(title or "Node vs Edge Loss")
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"NodeEdgeLoss_{target}.png")
+    plt.savefig(out_path)
+    plt.close()
+
+
+# -------------------------------------------------------------------------
+# Accuracy distribution plots
+# -------------------------------------------------------------------------
+def plot_accuracy_distribution(y_pred, y_real, save_model_dir, target=None, max_value=None, threshold=0.0):
+    """
+    Plots error and distribution histograms for node or edge predictions.
+    Works for both node (2D) and edge (6D) outputs.
+    """
+    y_pred = np.array(y_pred)
+    y_real = np.array(y_real)
+
+    mask = np.abs(y_real) > threshold * (max_value or np.max(np.abs(y_real)))
+    y_pred = y_pred[mask]
+    y_real = y_real[mask]
+
+    error = np.divide(np.abs(y_pred - y_real), np.abs(y_real) + 1e-9)
+
+    # Boxplot of relative errors
+    plt.figure(figsize=(8, 4))
+    plt.boxplot(error[np.isfinite(error)], vert=False, showfliers=True)
+    plt.xlabel("Relative Absolute Error")
+    plt.title(f"Error Distribution - {target or 'output'}")
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"Error_Boxplot_{target}.png")
+    plt.savefig(out_path)
+    plt.close()
+
+    # Histogram of absolute error distribution
+    plt.figure(figsize=(8, 4))
+    plt.hist(error[np.isfinite(error)], bins=25, alpha=0.7)
+    plt.xlabel("Relative Absolute Error")
+    plt.ylabel("Count")
+    plt.title(f"Error Histogram - {target or 'output'}")
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"Error_Hist_{target}.png")
+    plt.savefig(out_path)
+    plt.close()
+
+
+# -------------------------------------------------------------------------
+# Graph visualization
+# -------------------------------------------------------------------------
+def visualize_graph(data, save_model_dir, name="graph_visual"):
+    """Visualizes a torch_geometric graph using networkx."""
+    vis = to_networkx(data)
+    plt.figure(figsize=(8, 8))
+    nx.draw(vis, node_size=120, linewidths=1.5, with_labels=False)
+    plt.title("Graph Structure")
+    plt.tight_layout()
+    out_path = os.path.join(save_model_dir, f"{name}.png")
+    plt.savefig(out_path)
+    plt.close()
diff --git a/frame_joint_forces.csv b/frame_joint_forces.csv
new file mode 100644
index 00000000..3e39dc25
--- /dev/null
+++ b/frame_joint_forces.csv
@@ -0,0 +1,1357 @@
+Obj,Elm,I/J,Case,StepType,StepNum,F1,F2,F3,M1,M2,M3
+1,1-1,1,TOP_LOAD,,0.0,-8.258297875512994,-12.227487444337958,-88.09068265811389,-5.329070518200751e-15,7.105427357601002e-14,0.0
+1,1-1,2,TOP_LOAD,,0.0,8.258297875512994,12.227487444337958,88.09068265811389,195.63979910940736,-132.13276600820794,0.0
+2,2-1,2,TOP_LOAD,,0.0,-5.159138848202284,-10.857447678177476,-66.34292755232012,84.03656069971487,-24.307122769754457,3.0672687166922866e-15
+2,2-1,3,TOP_LOAD,,0.0,5.159138848202284,10.857447678177476,66.34292755232012,89.68260215112474,-58.239098801482214,-3.0672687166922866e-15
+3,3-1,3,TOP_LOAD,,0.0,-6.681553872152763,-11.342606829705426,-51.42205511850571,90.80238246847057,-52.50342608834487,-2.8115880107969254e-15
+3,3-1,4,TOP_LOAD,,0.0,6.681553872152763,11.342606829705426,51.42205511850571,90.67932680681636,-54.401435866099234,2.8115880107969254e-15
+4,4-1,4,TOP_LOAD,,0.0,-6.555300649141445,-11.319326441069556,-36.8511380446443,90.55247258979637,-51.775171549649556,1.7797490217978545e-14
+4,4-1,5,TOP_LOAD,,0.0,6.555300649141445,11.319326441069556,36.8511380446443,90.55675046731642,-53.10963883661333,-1.7797490217978545e-14
+5,5-1,5,TOP_LOAD,,0.0,-6.508713291462886,-11.295822145984996,-22.419612422086402,90.4262146759489,-50.95051663605565,4.6644304806072126e-14
+5,5-1,6,TOP_LOAD,,0.0,6.508713291462886,11.295822145984996,22.419612422086402,90.30693965981092,-53.188896027350296,-4.6644304806072126e-14
+6,6-1,6,TOP_LOAD,,0.0,-7.142422493400378,-11.767656836532634,-8.20981767019623,91.86325493195757,-47.185590413365496,9.146037594123542e-14
+6,6-1,7,TOP_LOAD,,0.0,7.142422493400378,11.767656836532634,8.20981767019623,96.41925445256456,-67.09316948104032,-9.146037594123542e-14
+7,7-1,8,TOP_LOAD,,0.0,-8.258297875515968,-13.23711386141694,-22.89642755314398,-1.3322676295501878e-14,1.2789769243681803e-13,0.0
+7,7-1,9,TOP_LOAD,,0.0,8.258297875515968,13.23711386141694,22.89642755314398,211.79382178267113,-132.13276600825554,0.0
+8,8-1,9,TOP_LOAD,,0.0,-5.159138848203245,-14.050014394574477,-17.841138575387248,111.81219360836691,-24.30712276975349,3.736738482490458e-15
+8,8-1,10,TOP_LOAD,,0.0,5.159138848203245,14.050014394574477,17.841138575387248,112.98803670482467,-58.23909880149833,-3.736738482490458e-15
+9,9-1,10,TOP_LOAD,,0.0,-6.6815538721537635,-13.743787884519763,-13.567251786189786,109.8977217992038,-52.50342608835169,1.3726808497940346e-15
+9,9-1,11,TOP_LOAD,,0.0,6.6815538721537635,13.743787884519763,13.567251786189786,110.00288435311242,-54.40143586610864,-1.3726808497940346e-15
+10,10-1,11,TOP_LOAD,,0.0,-6.555300649142664,-13.759839106850096,-9.697311262124686,110.08425303273096,-51.77517154965973,1.4091543616704041e-14
+10,10-1,12,TOP_LOAD,,0.0,6.555300649142664,13.759839106850096,9.697311262124686,110.07317267687058,-53.109638836623105,-1.4091543616704041e-14
+11,11-1,12,TOP_LOAD,,0.0,-6.508713291464085,-13.768107146075927,-5.9401052695613,110.11061931794515,-50.95051663606432,2.3233011152949975e-14
+11,11-1,13,TOP_LOAD,,0.0,6.508713291464085,13.768107146075927,5.9401052695613,110.1790950192698,-53.18889602736127,-2.3233011152949975e-14
+12,12-1,13,TOP_LOAD,,0.0,-7.142422493401302,-13.668304763581183,-2.4998709104420413,108.48871690590362,-47.18559041337109,4.6858205654056457e-14
+12,12-1,14,TOP_LOAD,,0.0,7.142422493401302,13.668304763581183,2.4998709104420413,110.20415931139541,-67.09316948104973,-4.6858205654056457e-14
+13,13-1,15,TOP_LOAD,,0.0,-8.258297875516078,-13.00156049415174,-44.87625016469717,2.398081733190338e-14,9.947598300641403e-14,0.0
+13,13-1,16,TOP_LOAD,,0.0,8.258297875516078,13.00156049415174,44.87625016469717,208.0249679064278,-132.13276600825733,0.0
+14,14-1,16,TOP_LOAD,,0.0,-5.159138848203911,-13.331102816764252,-33.90689484794592,105.46479415839539,-24.30712276976115,1.5859579509728957e-15
+14,14-1,17,TOP_LOAD,,0.0,5.159138848203911,13.331102816764252,33.90689484794592,107.83285090983259,-58.23909880150143,-1.5859579509728957e-15
+15,15-1,17,TOP_LOAD,,0.0,-6.681553872155467,-13.233598534712048,-26.183636639368274,105.85694279577203,-52.50342608836411,-1.3879030083544344e-15
+15,15-1,18,TOP_LOAD,,0.0,6.681553872155467,13.233598534712048,26.183636639368274,105.88063375962062,-54.401435866123364,1.3879030083544344e-15
+16,16-1,18,TOP_LOAD,,0.0,-6.5553006491428505,-13.237306047073409,-18.780115093954862,105.89577519207293,-51.775171549657045,1.3227077309246355e-14
+16,16-1,19,TOP_LOAD,,0.0,6.5553006491428505,13.237306047073409,18.780115093954862,105.9011215611017,-53.109638836628335,-1.3227077309246355e-14
+17,17-1,19,TOP_LOAD,,0.0,-6.508713291463614,-13.239685086145174,-11.515532172931856,105.9061642175379,-50.95051663606213,2.7241285193507026e-14
+17,17-1,20,TOP_LOAD,,0.0,6.508713291463614,13.239685086145174,11.515532172931856,105.928797160785,-53.188896027355696,-2.7241285193507026e-14
+18,18-1,20,TOP_LOAD,,0.0,-7.1424224934026235,-13.179802187549104,-4.48607835534105,104.28495375419648,-47.18559041338283,5.33897577889063e-14
+18,18-1,21,TOP_LOAD,,0.0,7.1424224934026235,13.179802187549104,4.48607835534105,106.5918812465893,-67.09316948105914,-5.33897577889063e-14
+19,19-1,22,TOP_LOAD,,0.0,-8.25829787551433,-13.067666891295465,-41.12228202997319,4.973799150320701e-14,5.684341886080802e-14,0.0
+19,19-1,23,TOP_LOAD,,0.0,8.25829787551433,13.067666891295465,41.12228202997319,209.08267026072735,-132.13276600822934,0.0
+20,20-1,23,TOP_LOAD,,0.0,-5.15913884820316,-13.522816462504608,-31.213845280067616,107.19029447625094,-24.30712276975838,9.637152555338386e-16
+20,20-1,24,TOP_LOAD,,0.0,5.15913884820316,13.522816462504608,31.213845280067616,109.17476892382277,-58.23909880149196,-9.637152555338386e-16
+21,21-1,24,TOP_LOAD,,0.0,-6.681553872153849,-13.359892428503471,-24.062663279533993,106.85135115731553,-52.50342608835204,-1.6764344453811077e-15
+21,21-1,25,TOP_LOAD,,0.0,6.681553872153849,13.359892428503471,24.062663279533993,106.90692769873999,-54.40143586610964,1.6764344453811077e-15
+22,22-1,25,TOP_LOAD,,0.0,-6.5553006491412305,-13.367582375054285,-17.253340380996264,106.94308937302443,-51.77517154965257,1.3048073121207603e-14
+22,22-1,26,TOP_LOAD,,0.0,6.5553006491412305,13.367582375054285,17.253340380996264,106.93822862784411,-53.10963883660713,-1.3048073121207603e-14
+23,23-1,26,TOP_LOAD,,0.0,-6.508713291466867,-13.372578758005899,-10.573656053227694,106.95634505016363,-50.950516636087,2.6404674060572076e-14
+23,23-1,27,TOP_LOAD,,0.0,6.508713291466867,13.372578758005899,10.573656053227694,107.00491507793075,-53.188896027383095,-2.6404674060572076e-14
+24,24-1,27,TOP_LOAD,,0.0,-7.142422493400369,-13.240810049046033,-4.147438240662652,104.84594481153093,-47.185590413359144,5.1515986069802093e-14
+24,24-1,28,TOP_LOAD,,0.0,7.142422493400369,13.240810049046033,4.147438240662652,107.00701597320561,-67.09316948104677,-5.1515986069802093e-14
+25,25-1,29,TOP_LOAD,,0.0,-8.258297875514135,-13.001558614989914,-37.3889208096578,2.7533531010703882e-14,5.684341886080802e-14,0.0
+25,25-1,30,TOP_LOAD,,0.0,8.258297875514135,13.001558614989914,37.3889208096578,208.0249378398386,-132.1327660082263,0.0
+26,26-1,30,TOP_LOAD,,0.0,-5.15913884820314,-13.331091123217465,-28.541509435365363,105.46471174873685,-24.307122769758664,1.7200149094829932e-15
+26,26-1,31,TOP_LOAD,,0.0,5.15913884820314,13.331091123217465,28.541509435365363,107.8327462227426,-58.23909880149168,-1.7200149094829932e-15
+27,27-1,31,TOP_LOAD,,0.0,-6.681553872153506,-13.23358477209902,-21.962624788621042,105.8568251662058,-52.503426088349485,-1.0757505707257426e-15
+27,27-1,32,TOP_LOAD,,0.0,6.681553872153506,13.23358477209902,21.962624788621042,105.88053118737865,-54.40143586610651,1.0757505707257426e-15
+28,28-1,32,TOP_LOAD,,0.0,-6.555300649141682,-13.2372035538936,-15.747724809526986,105.89525738312403,-51.77517154965457,1.3242812339166717e-14
+28,28-1,33,TOP_LOAD,,0.0,6.555300649141682,13.2372035538936,15.747724809526986,105.89999947917357,-53.10963883661256,-1.3242812339166717e-14
+29,29-1,33,TOP_LOAD,,0.0,-6.508713291465082,-13.242029271590871,-9.65459441971808,105.91668515924772,-50.95051663607681,2.5545357397768778e-14
+29,29-1,34,TOP_LOAD,,0.0,6.508713291465082,13.242029271590871,9.65459441971808,105.95578318620622,-53.18889602736425,-2.5545357397768778e-14
+30,30-1,34,TOP_LOAD,,0.0,-7.142422493402719,-13.099233520130424,-3.821745319198456,103.63970113031266,-47.185590413381796,5.3608448322619346e-14
+30,30-1,35,TOP_LOAD,,0.0,7.142422493402719,13.099233520130424,3.821745319198456,105.94803519177412,-67.09316948106172,-5.3608448322619346e-14
+31,31-1,36,TOP_LOAD,,0.0,-8.258297875512806,-13.237116038489937,-59.29040920824947,2.220446049250313e-14,4.263256414560601e-14,0.0
+31,31-1,37,TOP_LOAD,,0.0,8.258297875512806,13.237116038489937,59.29040920824947,211.79385661583896,-132.132766008205,0.0
+32,32-1,37,TOP_LOAD,,0.0,-5.1591388482021046,-14.050028844261481,-44.52878781513951,111.8122936700541,-24.30712276975497,4.031432540506042e-16
+32,32-1,38,TOP_LOAD,,0.0,5.1591388482021046,14.050028844261481,44.52878781513951,112.98816783812961,-58.23909880147869,-4.031432540506042e-16
+33,33-1,38,TOP_LOAD,,0.0,-6.681553872153485,-13.74379135039741,-34.5002277577867,109.89779082180601,-52.50342608835132,-1.0878389223978288e-15
+33,33-1,39,TOP_LOAD,,0.0,6.681553872153485,13.74379135039741,34.5002277577867,110.00287078455257,-54.401435866104435,1.0878389223978288e-15
+34,34-1,39,TOP_LOAD,,0.0,-6.555300649141342,-13.760070754182422,-24.75149845854844,110.08556329717332,-51.775171549650025,1.1839174300891923e-14
+34,34-1,40,TOP_LOAD,,0.0,6.555300649141342,13.760070754182422,24.75149845854844,110.0755687697453,-53.10963883661168,-1.1839174300891923e-14
+35,35-1,40,TOP_LOAD,,0.0,-6.508713291463836,-13.770088134317202,-15.147363423544363,110.11978001634385,-50.95051663606587,2.2440797987787826e-14
+35,35-1,41,TOP_LOAD,,0.0,6.508713291463836,13.770088134317202,15.147363423544363,110.20163013273125,-53.1888960273555,-2.2440797987787826e-14
+36,36-1,41,TOP_LOAD,,0.0,-7.142422493401741,-13.499573837231969,-5.7628963555428925,107.14009459432685,-47.18559041337559,4.460631542147381e-14
+36,36-1,42,TOP_LOAD,,0.0,7.142422493401741,13.499573837231969,5.7628963555428925,108.85308680138452,-67.09316948105226,-4.460631542147381e-14
+37,37-1,43,TOP_LOAD,,0.0,-8.258297875510237,-12.227496655455173,5.67619532704829,-1.9539925233402755e-14,2.842170943040401e-14,0.0
+37,37-1,44,TOP_LOAD,,0.0,8.258297875510237,12.227496655455173,-5.67619532704829,195.63994648728283,-132.1327660081638,0.0
+38,38-1,44,TOP_LOAD,,0.0,-5.1591388482011045,-10.857498680622614,3.7452286456894095,84.03693056401673,-24.307122769752567,3.7013470335104987e-16
+38,38-1,45,TOP_LOAD,,0.0,5.1591388482011045,10.857498680622614,-3.7452286456894095,89.68304832594517,-58.239098801465104,-3.7013470335104987e-16
+39,39-1,45,TOP_LOAD,,0.0,-6.681553872151497,-11.34273820016887,3.126539370054477,90.80325086929012,-52.50342608833709,-4.627338742579936e-15
+39,39-1,46,TOP_LOAD,,0.0,6.681553872151497,11.34273820016887,-3.126539370054477,90.68056033341168,-54.40143586608673,4.627338742579936e-15
+40,40-1,46,TOP_LOAD,,0.0,-6.5553006491406425,-11.31867172202259,2.1741392879486447,90.5496735631761,-51.77517154964818,1.666379204780724e-14
+40,40-1,47,TOP_LOAD,,0.0,6.5553006491406425,11.31867172202259,-2.1741392879486447,90.54907398918535,-53.109638836601874,-1.666379204780724e-14
+41,41-1,47,TOP_LOAD,,0.0,-6.508713291463609,-11.311689458034959,1.098754552620063,90.50329679120851,-50.950516636065956,4.375084356979458e-14
+41,41-1,48,TOP_LOAD,,0.0,6.508713291463609,11.311689458034959,-1.098754552620063,90.48373453735081,-53.1888960273518,-4.375084356979458e-14
+42,42-1,48,TOP_LOAD,,0.0,-7.142422493401714,-11.544618805978386,-0.17537637986981025,90.07309319566498,-47.18559041337625,9.146498923512897e-14
+42,42-1,49,TOP_LOAD,,0.0,7.142422493401714,11.544618805978386,0.17537637986981025,94.6408076999892,-67.09316948105118,-9.146498923512897e-14
+43,43-1,50,TOP_LOAD,,0.0,-10.98620762208137,-12.227487444336841,-42.547777590551384,5.684341886080802e-14,-5.684341886080802e-14,0.0
+43,43-1,51,TOP_LOAD,,0.0,10.98620762208137,12.227487444336841,42.547777590551384,195.63979910938934,-175.7793219533018,0.0
+44,44-1,51,TOP_LOAD,,0.0,-12.69378890934933,-10.857447678176692,-32.059273505242665,84.03656069970903,-92.71843127196504,1.9687548868824547e-14
+44,44-1,52,TOP_LOAD,,0.0,12.69378890934933,10.857447678176692,32.059273505242665,89.68260215111812,-110.38219127762423,-1.9687548868824547e-14
+45,45-1,52,TOP_LOAD,,0.0,-11.761821428213866,-11.342606829705119,-24.855608201893048,90.8023824684673,-92.09183474611814,3.2434566864536444e-14
+45,45-1,53,TOP_LOAD,,0.0,11.761821428213866,11.342606829705119,24.855608201893048,90.67932680681471,-96.0973081053036,-3.2434566864536444e-14
+46,46-1,53,TOP_LOAD,,0.0,-11.877769786562276,-11.319326441065133,-17.710507182614037,90.55247258976,-94.66681438051688,6.516245398916341e-14
+46,46-1,54,TOP_LOAD,,0.0,11.877769786562276,11.319326441065133,17.710507182614037,90.55675046728211,-95.37750220447953,-6.516245398916341e-14
+47,47-1,54,TOP_LOAD,,0.0,-11.690654865679496,-11.295822145979729,-10.522519333493321,90.42621467590534,-92.46224018888671,1.558011148885297e-15
+47,47-1,55,TOP_LOAD,,0.0,11.690654865679496,11.295822145979729,10.522519333493321,90.30693965977032,-94.588237661985,-1.558011148885297e-15
+48,48-1,55,TOP_LOAD,,0.0,-12.182437120065245,-11.767656836521274,-3.3363807317631995,91.86325493186776,-85.84078176470773,-2.5629743807096166e-14
+48,48-1,56,TOP_LOAD,,0.0,12.182437120065245,11.767656836521274,3.3363807317631995,96.41925445247274,-109.07821215633595,2.5629743807096166e-14
+49,49-1,57,TOP_LOAD,,0.0,-10.986207622085153,-13.237113861415729,22.646477514406463,4.1744385725905886e-14,8.526512829121202e-14,0.0
+49,49-1,58,TOP_LOAD,,0.0,10.986207622085153,13.237113861415729,-22.646477514406463,211.7938217826517,-175.77932195336254,0.0
+50,50-1,58,TOP_LOAD,,0.0,-12.693788909352284,-14.050014394573454,16.442515471676153,111.81219360835884,-92.71843127198342,1.4882882315573803e-14
+50,50-1,59,TOP_LOAD,,0.0,12.693788909352284,14.050014394573454,-16.442515471676153,112.98803670481642,-110.38219127765323,-1.4882882315573803e-14
+51,51-1,59,TOP_LOAD,,0.0,-11.761821428215686,-13.74378788451917,12.99919513040772,109.8977217991988,-92.0918347461314,2.3160147000827608e-14
+51,51-1,60,TOP_LOAD,,0.0,11.761821428215686,13.74378788451917,-12.99919513040772,110.00288435310792,-96.0973081053196,-2.3160147000827608e-14
+52,52-1,60,TOP_LOAD,,0.0,-11.877769786564562,-13.759839106844893,9.443319599891318,110.08425303268895,-94.66681438053482,4.625123047953393e-14
+52,52-1,61,TOP_LOAD,,0.0,11.877769786564562,13.759839106844893,-9.443319599891318,110.07317267682944,-95.37750220449796,-4.625123047953393e-14
+53,53-1,61,TOP_LOAD,,0.0,-11.690654865681433,-13.768107146069255,5.956987819020654,110.11061931789129,-92.46224018890169,9.290050159328832e-15
+53,53-1,62,TOP_LOAD,,0.0,11.690654865681433,13.768107146069255,-5.956987819020654,110.17909501921679,-94.58823766200123,-9.290050159328832e-15
+54,54-1,62,TOP_LOAD,,0.0,-12.18243712006698,-13.668304763568182,2.3735660279863993,108.48871690580003,-85.84078176471974,-7.296476810509175e-15
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+75,75-1,87,TOP_LOAD,,0.0,-11.761821428214656,-13.743791350396792,-7.933780841179928,109.89779082180083,-92.09183474612513,2.1300949694173622e-14
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+82,82-1,95,TOP_LOAD,,0.0,-11.877769786560869,-11.318671722018141,21.31477014995538,90.54967356313945,-94.66681438050927,6.438719365679151e-14
+82,82-1,96,TOP_LOAD,,0.0,11.877769786560869,11.318671722018141,-21.31477014995538,90.54907398915083,-95.37750220446463,-6.438719365679151e-14
+83,83-1,96,TOP_LOAD,,0.0,-11.690654865680363,-11.311689458029882,12.995847641196207,90.50329679116639,-92.46224018889737,2.47298542140321e-16
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+84,84-1,97,TOP_LOAD,,0.0,-12.182437120067295,-11.544618805966989,4.698060558556449,90.07309319557474,-85.84078176472376,-2.5031675269402237e-14
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+90,90-1,104,TOP_LOAD,,0.0,-11.523874328299597,-11.76765683653332,-4.040988956050967,91.86325493196406,-80.96284784618851,4.8262796928381043e-14
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diff --git a/gen_structures_manually.py b/gen_structures_manually.py
new file mode 100644
index 00000000..5f41385c
--- /dev/null
+++ b/gen_structures_manually.py
@@ -0,0 +1,123 @@
+import os
+import torch
+import numpy as np
+from torch_geometric.data import Data
+import tkinter as tk
+from tkinter import simpledialog, messagebox
+
+def get_user_input():
+    """Creates a GUI to get structure parameters from the user."""
+    root = tk.Tk()
+    root.withdraw()  # Hide the main window
+
+    try:
+        num_floors_str = simpledialog.askstring("Input", "Enter the number of floors:", parent=root)
+        if num_floors_str is None: return None
+        num_floors = int(num_floors_str)
+
+        grid_x_str = simpledialog.askstring("Input", "Enter the number of blocks in the X direction:", parent=root)
+        if grid_x_str is None: return None
+        grid_x = int(grid_x_str)
+
+        grid_z_str = simpledialog.askstring("Input", "Enter the number of blocks in the Z direction:", parent=root)
+        if grid_z_str is None: return None
+        grid_z = int(grid_z_str)
+
+        beam_length_str = simpledialog.askstring("Input", "Enter the length of the beams:", parent=root)
+        if beam_length_str is None: return None
+        beam_length = float(beam_length_str)
+
+        column_lengths = []
+        for i in range(num_floors):
+            length_str = simpledialog.askstring("Input", f"Enter the column length for floor {i+1}:", parent=root)
+            if length_str is None: return None
+            column_lengths.append(float(length_str))
+
+    except (ValueError, TypeError):
+        messagebox.showerror("Invalid Input", "Please enter valid numbers.")
+        return None
+
+    return num_floors, grid_x, grid_z, beam_length, column_lengths
+
+def generate_structure(structure_id, num_floors, grid_x, grid_z, beam_length, column_lengths, output_dir="Data_Gen_Manual"):
+    """Generates a building structure with specified parameters."""
+    # Create nodes
+    nodes = []
+    y_val = num_floors + 1
+    for y in range(y_val):
+        for z in range(grid_z):
+            for x in range(grid_x):
+                mass_flag = 1.0 if (x == 0 and z == 0) or (x == grid_x - 1 and z == 0) else 0.0
+                load = np.random.uniform(0.003, 0.015)
+
+                nodes.append([
+                    grid_x, y_val, grid_z,
+                    float(x), float(y), float(z),
+                    0.0 if y == 0 else 1.0,
+                    mass_flag, load, 0.0, 0.0
+                ])
+
+    # Create edges and edge attributes
+    beams = []
+    columns = []
+    beam_attributes = []
+    column_attributes = []
+
+    def get_node_index(x, z, y):
+        return y * (grid_x * grid_z) + z * grid_x + x
+
+    # Horizontal connections (beams)
+    for y in range(1, y_val):  # Skip the ground floor (y=0) for the table effect
+        for z in range(grid_z):
+            for x in range(grid_x):
+                current = get_node_index(x, z, y)
+                if x < grid_x - 1:
+                    right = get_node_index(x + 1, z, y)
+                    beams.extend([[current, right], [right, current]])
+                    beam_attributes.extend([[beam_length], [beam_length]])
+                if z < grid_z - 1:
+                    depth = get_node_index(x, z + 1, y)
+                    beams.extend([[current, depth], [depth, current]])
+                    beam_attributes.extend([[beam_length], [beam_length]])
+
+    # Vertical connections (columns)
+    for y in range(y_val - 1):
+        for z in range(grid_z):
+            for x in range(grid_x):
+                current = get_node_index(x, z, y)
+                above = get_node_index(x, z, y + 1)
+                columns.extend([[current, above], [above, current]])
+                column_len = column_lengths[y]
+                column_attributes.extend([[column_len], [column_len]])
+
+    # Combine edges and create edge features
+    edge_index = torch.tensor(beams + columns, dtype=torch.long).t().contiguous()
+    edge_attr = torch.tensor(beam_attributes + column_attributes, dtype=torch.float)
+
+    node_features = torch.tensor(nodes, dtype=torch.float)
+
+    structure_graph = Data(
+        x=node_features,
+        edge_index=edge_index,
+        edge_attr=edge_attr,
+        y=torch.randn(node_features.shape[0], 38)
+    )
+
+    # Save structure
+    struct_dir = os.path.join(output_dir, f"structure_{structure_id}")
+    os.makedirs(struct_dir, exist_ok=True)
+    save_path = os.path.join(struct_dir, "structure_graph.pt")
+    torch.save(structure_graph, save_path)
+
+    return structure_graph, save_path
+
+if __name__ == "__main__":
+    user_input = get_user_input()
+    if user_input:
+        num_floors, grid_x, grid_z, beam_length, column_lengths = user_input
+        structure_id = 1 # Or get from command line if needed
+        # The output directory is now set to "Data_Gen_Manual" by default
+        structure, path = generate_structure(structure_id, num_floors, grid_x, grid_z, beam_length, column_lengths)
+        print(f"Generated structure {structure_id}: "
+              f"{structure.num_nodes} nodes, "
+              f"{structure.num_edges} edges → {path}")
\ No newline at end of file
diff --git a/generate_pseudo_structures.py b/generate_pseudo_structures.py
new file mode 100644
index 00000000..8a78a000
--- /dev/null
+++ b/generate_pseudo_structures.py
@@ -0,0 +1,152 @@
+import os
+import torch
+import numpy as np
+from torch_geometric.data import Data
+
+
+def generate_structure_pseudo(structure_id, output_dir="Data_Generated"):
+    # Randomize parameters with caps
+    grid_x = np.random.randint(2, 7)  # 2-6 nodes in x-direction
+    grid_z = np.random.randint(2, 7)  # 2-6 nodes in z-direction (depth)
+    num_floors = np.random.randint(2, 7)  # 1-6 floors (Y-direction)
+    
+    # Create nodes with proper numbering: Y -> Z -> X (floor by floor, row by row)
+    nodes = []
+    node_id = 0
+    
+    # First create the regular structure nodes
+    for y in range(num_floors):       # Y position (floor level) - FIRST
+        for z in range(grid_z):       # Z position (depth/rows) - SECOND
+            for x in range(grid_x):   # X position (left to right) - LAST
+                # Feature structure: [span, story, ID, x, y, z, DoF, mass_flag, load, angle, dist]
+                mass_flag = 1.0 if (x == 0 and z == 0) or (x == grid_x-1 and z == 0) else 0.0
+                load = np.random.uniform(0.003, 0.015)
+                
+                nodes.append([
+                    grid_x,              # Span index (x-nodes)
+                    grid_z,              # Story index (z-nodes)
+                    num_floors,          # Total floors
+                    float(x),            # X position
+                    float(y),            # Y position (vertical - floor level)
+                    float(z),            # Z position (depth)
+                    0.0 if (x == 0 and z == 0) else 1.0,  # DoF (fixed at origin)
+                    mass_flag,           # Mass flag
+                    load,                # Structural load
+                    0.0,                 # Angle
+                    0.0                  # Distance
+                ])
+                node_id += 1
+    
+    # Then create the pseudo pillar nodes at (-1, -1, -1) for each floor level (LAST)
+    for y in range(num_floors):
+        # Pseudo node for this floor level
+        nodes.append([
+            grid_x,              # Span index (x-nodes)
+            grid_z,              # Story index (z-nodes)
+            num_floors,          # Total floors
+            -1.0,                # X position (pseudo pillar)
+            float(y),            # Y position (vertical - floor level)
+            -1.0,                # Z position (pseudo pillar)
+            0.0,                 # DoF (fixed for pseudo nodes)
+            0.0,                 # Mass flag (no mass for pseudo nodes)
+            0.0,                 # Structural load (no load for pseudo nodes)
+            0.0,                 # Angle
+            0.0                  # Distance
+        ])
+        node_id += 1
+
+    # Create edges
+    edges = []
+    
+    # Helper function to get node index based on x, z, y coordinates
+    # Regular nodes start at index 0
+    # Pseudo nodes are at the end: starting from total_regular_nodes
+    def get_node_index(x, z, y):
+        return y * (grid_x * grid_z) + z * grid_x + x
+    
+    def get_pseudo_node_index(y):
+        total_regular_nodes = num_floors * grid_x * grid_z
+        return total_regular_nodes + y
+    
+    # Horizontal connections (within floors) - SKIP bottom floor for table effect
+    for y in range(num_floors):
+        # Skip horizontal connections for bottom floor (y=0) to create table legs
+        if y == 0:
+            continue
+            
+        for x in range(grid_x):
+            for z in range(grid_z):
+                current = get_node_index(x, z, y)
+                
+                # Right neighbor (X direction)
+                if x < grid_x - 1:
+                    right = get_node_index(x + 1, z, y)
+                    edges.append([current, right])
+                    edges.append([right, current])  # Undirected
+                
+                # Depth neighbor (Z direction)
+                if z < grid_z - 1:
+                    depth = get_node_index(x, z + 1, y)
+                    edges.append([current, depth])
+                    edges.append([depth, current])  # Undirected
+    
+    # Vertical connections (between floors) - Y direction
+    for x in range(grid_x):
+        for z in range(grid_z):
+            for y in range(num_floors - 1):
+                current = get_node_index(x, z, y)
+                above = get_node_index(x, z, y + 1)
+                edges.append([current, above])
+                edges.append([above, current])  # Undirected
+    
+    # Vertical connections between pseudo nodes (pseudo pillar)
+    for y in range(num_floors - 1):
+        current_pseudo = get_pseudo_node_index(y)
+        above_pseudo = get_pseudo_node_index(y + 1)
+        edges.append([current_pseudo, above_pseudo])
+        edges.append([above_pseudo, current_pseudo])  # Undirected
+    
+    # Connections from each floor to its corresponding pseudo node
+    for y in range(num_floors):
+        pseudo_node = get_pseudo_node_index(y)
+        
+        # Connect all nodes on this floor to the pseudo node
+        for x in range(grid_x):
+            for z in range(grid_z):
+                regular_node = get_node_index(x, z, y)
+                edges.append([pseudo_node, regular_node])
+                edges.append([regular_node, pseudo_node])  # Undirected
+
+    # Convert to tensors
+    node_features = torch.tensor(nodes, dtype=torch.float)
+    edge_index = torch.tensor(edges, dtype=torch.long).t().contiguous()
+    
+    # Create graph data object
+    structure_graph = Data(
+        x=node_features,
+        edge_index=edge_index,
+        y=torch.randn(node_features.shape[0], 38)  # Random targets
+    )
+    
+    # Save structure
+    struct_dir = os.path.join(output_dir, f"structure_{structure_id}")
+    os.makedirs(struct_dir, exist_ok=True)
+    save_path = os.path.join(struct_dir, "structure_graph_NodeAsNode_pseudo.pt")
+    torch.save(structure_graph, save_path)
+    
+    return structure_graph, save_path
+
+
+if __name__ == "__main__":
+    import argparse
+    parser = argparse.ArgumentParser(description="Generate random building structures with pseudo nodes")
+    parser.add_argument("--start_id", type=int, required=True, help="Starting structure ID")
+    parser.add_argument("--num_structures", type=int, default=1, help="Number to generate")
+    args = parser.parse_args()
+    
+    for i in range(args.num_structures):
+        structure_id = args.start_id + i
+        structure, path = generate_structure_pseudo(structure_id)
+        print(f"Generated pseudo structure {structure_id}: "
+              f"{structure.num_nodes} nodes, "
+              f"{structure.num_edges} edges → {path}")
diff --git a/generate_structures.py b/generate_structures.py
new file mode 100644
index 00000000..88a2a657
--- /dev/null
+++ b/generate_structures.py
@@ -0,0 +1,107 @@
+import os
+import torch
+import numpy as np
+from torch_geometric.data import Data
+
+def generate_structure(structure_id, output_dir="Data_Generated"):
+    # Randomize parameters with caps
+    grid_x = np.random.randint(2, 7)  # 2-6 nodes in x-direction
+    grid_z = np.random.randint(2, 7)  # 2-6 nodes in z-direction (depth)
+    num_floors = np.random.randint(2, 7)  # 1-6 floors (Y-direction)
+    
+    # Create nodes with proper numbering: Y -> Z -> X (floor by floor, row by row)
+    nodes = []
+    node_id = 0
+    
+    for y in range(num_floors):       # Y position (floor level) - FIRST
+        for z in range(grid_z):       # Z position (depth/rows) - SECOND
+            for x in range(grid_x):   # X position (left to right) - LAST
+                # Feature structure: [span, story, ID, x, y, z, DoF, mass_flag, load, angle, dist]
+                mass_flag = 1.0 if (x == 0 and z == 0) or (x == grid_x-1 and z == 0) else 0.0
+                load = np.random.uniform(0.003, 0.015)
+                
+                nodes.append([
+                    grid_x,              # Span index (x-nodes)
+                    grid_z,              # Story index (z-nodes)
+                    num_floors,          # Total floors
+                    float(x),            # X position
+                    float(y),            # Y position (vertical - floor level)
+                    float(z),            # Z position (depth)
+                    0.0 if (x == 0 and z == 0) else 1.0,  # DoF (fixed at origin)
+                    mass_flag,           # Mass flag
+                    load,                # Structural load
+                    0.0,                 # Angle
+                    0.0                  # Distance
+                ])
+                node_id += 1
+
+    # Create edges
+    edges = []
+    
+    # Helper function to get node index based on x, z, y coordinates
+    def get_node_index(x, z, y):
+        return y * (grid_x * grid_z) + z * grid_x + x
+    
+    # Horizontal connections (within floors) - SKIP bottom floor for table effect
+    for y in range(num_floors):
+        # Skip horizontal connections for bottom floor (y=0) to create table legs
+        if y == 0:
+            continue
+            
+        for x in range(grid_x):
+            for z in range(grid_z):
+                current = get_node_index(x, z, y)
+                
+                # Right neighbor (X direction)
+                if x < grid_x - 1:
+                    right = get_node_index(x + 1, z, y)
+                    edges.append([current, right])
+                    edges.append([right, current])  # Undirected
+                
+                # Depth neighbor (Z direction)
+                if z < grid_z - 1:
+                    depth = get_node_index(x, z + 1, y)
+                    edges.append([current, depth])
+                    edges.append([depth, current])  # Undirected
+    
+    # Vertical connections (between floors) - Y direction
+    for x in range(grid_x):
+        for z in range(grid_z):
+            for y in range(num_floors - 1):
+                current = get_node_index(x, z, y)
+                above = get_node_index(x, z, y + 1)
+                edges.append([current, above])
+                edges.append([above, current])  # Undirected
+
+    # Convert to tensors
+    node_features = torch.tensor(nodes, dtype=torch.float)
+    edge_index = torch.tensor(edges, dtype=torch.long).t().contiguous()
+    
+    # Create graph data object
+    structure_graph = Data(
+        x=node_features,
+        edge_index=edge_index,
+        y=torch.randn(node_features.shape[0], 38)  # Random targets
+    )
+    
+    # Save structure
+    struct_dir = os.path.join(output_dir, f"structure_{structure_id}")
+    os.makedirs(struct_dir, exist_ok=True)
+    save_path = os.path.join(struct_dir, "structure_graph_NodeAsNode.pt")
+    torch.save(structure_graph, save_path)
+    
+    return structure_graph, save_path
+
+if __name__ == "__main__":
+    import argparse
+    parser = argparse.ArgumentParser(description="Generate random building structures")
+    parser.add_argument("--start_id", type=int, required=True, help="Starting structure ID")
+    parser.add_argument("--num_structures", type=int, default=1, help="Number to generate")
+    args = parser.parse_args()
+    
+    for i in range(args.num_structures):
+        structure_id = args.start_id + i
+        structure, path = generate_structure(structure_id)
+        print(f"Generated structure {structure_id}: "
+              f"{structure.num_nodes} nodes, "
+              f"{structure.num_edges} edges → {path}")
diff --git a/joint_displacements.csv b/joint_displacements.csv
new file mode 100644
index 00000000..559ae3d4
--- /dev/null
+++ b/joint_displacements.csv
@@ -0,0 +1,295 @@
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diff --git a/train_structure.py b/train_structure.py
index e6d5f194..e837df87 100644
--- a/train_structure.py
+++ b/train_structure.py
@@ -31,7 +31,7 @@
 # Dataset
 parser.add_argument('--dataset_name', dest='dataset_name', default='Static_Linear_Analysis', type=str)
 parser.add_argument('--whatAsNode', dest='whatAsNode', default='NodeAsNode', type=str)
-parser.add_argument('--data_num', dest='data_num', default=100, type=int)
+parser.add_argument('--data_num', dest='data_num', default=200, type=int)
 parser.add_argument('--train_ratio', dest='train_ratio', default=0.9, type=float)
 parser.add_argument('--normalization', dest='normalization', default=True, type=bool)
 
@@ -45,7 +45,7 @@
 parser.add_argument('--gnn_act', dest='gnn_act', default='True', type=bool, help='whether activation, default RELU')
 
 # Training
-parser.add_argument('--target', dest='target', default='all', type=str, help='which output target you are going to train, like displacement, moement, shear......')
+parser.add_argument('--target', dest='target', default='all', type=str, help='which output target you are going to train, like displacement, moment, shear......')
 parser.add_argument('--epoch_num', dest='epoch_num', default=10, type=int)
 parser.add_argument('--batch_size', dest='batch_size', default=1, type=int)
 parser.add_argument('--lr', dest='lr', default=5e-5, type=float)
diff --git a/train_structure_SAP2000.py b/train_structure_SAP2000.py
new file mode 100644
index 00000000..5ac1a7ed
--- /dev/null
+++ b/train_structure_SAP2000.py
@@ -0,0 +1,367 @@
+import torch
+import torch_geometric.transforms as T
+from torch_geometric.loader import DataLoader
+import numpy as np
+from torch_geometric.utils.convert import to_networkx
+import networkx as nx
+from argparse import ArgumentParser
+
+from GNN_SAP2000.models import *
+from GNN_SAP2000 import losses
+from Utils_SAP2000 import plot
+from Utils_SAP2000 import datasets
+from Utils_SAP2000 import accuracy
+from Utils_SAP2000 import normalization
+
+import time
+from datetime import datetime
+import os
+import json
+
+
+space = plot.print_space()
+
+# Args
+parser = ArgumentParser()
+# ----------------------- General / dataset -----------------------
+parser.add_argument('--data_num', dest='data_num', default=2160, type=int)
+parser.add_argument('--train_ratio', dest='train_ratio', default=0.9, type=float)
+parser.add_argument('--normalization', dest='normalization', default=True, type=bool)
+
+# ----------------------- GNN -----------------------
+parser.add_argument('--model', dest='model', default='Structure_GraphNetwork', type=str,
+                    help='model class name. E.g., Structure_GraphNetwork')
+parser.add_argument('--aggr_type', dest='aggr', default='mean', type=str)
+parser.add_argument('--hidden_dim', dest='hidden_dim', default=256, type=int)
+parser.add_argument('--layer_num', dest='layer_num', default=9, type=int)
+parser.add_argument('--dropout_p', dest='dropout_p', default=0.0, type=float)
+parser.add_argument('--gnn_dropout', dest='gnn_dropout', default=True, type=bool,
+                    help='whether dropout, default 0.5')
+parser.add_argument('--gnn_act', dest='gnn_act', default=True, type=bool,
+                    help='whether activation, default RELU')
+
+# ----------------------- Training -----------------------
+parser.add_argument('--target', dest='target', default='all', type=str,
+                    help='which output target you are going to train (node slice), e.g., all')
+parser.add_argument('--epoch_num', dest='epoch_num', default=1000, type=int)
+parser.add_argument('--batch_size', dest='batch_size', default=1, type=int)
+parser.add_argument('--lr', dest='lr', default=5e-5, type=float)
+parser.add_argument('--loss_function', dest='loss_function', default='L1', type=str,
+                    help='L1 or L2 (combined node+edge).')
+parser.add_argument('--accuracy_threshold', dest='accuracy_threshold', default=1e-4, type=float,
+                    help='The normalized output value smaller than the threshold will be ignored.')
+
+# Bookkeeping
+parser.add_argument('--training_time', dest='training_time', default=0, type=float)
+
+args = parser.parse_args()
+print(args, end=space)
+
+torch.manual_seed(0)
+date_str = datetime.now().strftime("%Y_%m_%d__%H_%M_%S")
+print("Start time: " + datetime.now().strftime('%b %d, %H:%M:%S'), end=space)
+
+# ----------------------- Load in data -----------------------
+dataset = datasets.get_dataset(structure_num=args.data_num)  # always reads Data_SAP2000
+print("dataset root: Data_SAP2000")
+print(f"requested: {args.data_num}, loaded: {len(dataset)}", end=space)
+
+if len(dataset) == 0:
+    raise RuntimeError("No graphs were loaded from Data_SAP2000. "
+                       "Check that files like Data_SAP2000/structure_1.pt exist.")
+
+# ----------------------- Normalization -----------------------
+if args.normalization:
+    dataset, norm_dict = normalization.normalize_dataset(dataset, analysis='linear')
+    print("Normalization: True")
+    print("Normlization dictionary: ")
+    print(norm_dict, end=space)
+else:
+    print("Normalization: False", end=space)
+
+# ----------------------- Inspect first graph -----------------------
+data = dataset[0]
+print("x shape:", data.x.shape)
+print(data.x[:5])
+print("edge_index:", data.edge_index.shape)
+print("edge_attr shape:", data.edge_attr.shape if hasattr(data, "edge_attr") else None)
+print("Node target (y) shape:", getattr(data, "y", None).shape if hasattr(data, "y") else None)
+print("Edge target (edge_y) shape:", getattr(data, "edge_y", None).shape if hasattr(data, "edge_y") else None)
+
+# ----------------------- Device -----------------------
+device = "cuda:0" if torch.cuda.is_available() else "cpu"
+print(f"Using device: {device}", end=space)
+
+# ----------------------- Split data -----------------------
+torch.manual_seed(0)
+train_dataset, valid_dataset, _ = datasets.split_dataset(
+    dataset,
+    train_ratio=args.train_ratio,
+    valid_ratio=1 - args.train_ratio
+)
+
+print(f"Number of training graphs: {len(train_dataset)}")
+print(f"Number of test graphs: {len(valid_dataset)}", end=space)
+
+train_loader = DataLoader(train_dataset, batch_size=args.batch_size, shuffle=True)
+valid_loader = DataLoader(valid_dataset, batch_size=args.batch_size, shuffle=False)
+
+# ----------------------- Model construction -----------------------
+input_dim = dataset[0].x.shape[1]
+edge_attr_dim = dataset[0].edge_attr.shape[1] if hasattr(dataset[0], "edge_attr") else 0
+
+node_out_dim = dataset[0].y.shape[1]
+edge_out_dim = getattr(dataset[0], "edge_y", None).shape[1] if hasattr(dataset[0], "edge_y") else 0
+
+print(f"Input dim: {input_dim}")
+print(f"Edge attr dim: {edge_attr_dim}")
+print(f"Node out dim: {node_out_dim}")
+print(f"Edge out dim: {edge_out_dim}")
+
+# sanity check: expects 2 node outputs and 6 edge outputs in your current setup
+if node_out_dim != 2:
+    print(f"[WARN] Expected node_y dim == 2, got {node_out_dim}")
+if hasattr(dataset[0], "edge_y") and edge_out_dim != 6:
+    print(f"[WARN] Expected edge_y dim == 6, got {edge_out_dim}")
+
+model_constructor_args = {
+    'input_dim': input_dim,
+    'hidden_dim': args.hidden_dim,
+    'dropout_p': args.dropout_p,
+    'layer_num': args.layer_num,
+    'edge_attr_dim': edge_attr_dim,
+    'aggr': args.aggr,
+    'gnn_act': args.gnn_act,
+    'gnn_dropout': args.gnn_dropout,
+    'device': device,
+    # IMPORTANT: names must match models.py
+    'node_out_dim': node_out_dim,
+    'edge_out_dim': edge_out_dim,
+    # keep edge attributes by default for edge head
+    'include_edge_attr_in_edge_head': True,
+}
+model = locals()[args.model](**model_constructor_args).to(device)
+
+# ----------------------- Optimizer & Loss -----------------------
+optimizer = torch.optim.Adam(model.parameters(), lr=args.lr)
+
+# Use the new combined losses
+# Training: keep combined loss as "sum" so gradients scale with total error.
+# Evaluation (node-only / edge-only): use "mean" so logged losses are
+# average error per active DOF, similar to the pseudo version.
+if args.loss_function.lower() in ('l1', 'l1_loss', 'nodeedge_l1'):
+    # For backprop
+    criterion_combined = losses.NodeEdgeL1Loss(
+        node_weight=1.0, edge_weight=1.0, reduction="sum"
+    )
+    # For logging (training/validation metrics)
+    criterion_node_only = losses.NodeEdgeL1Loss(
+        node_weight=1.0, edge_weight=0.0, reduction="mean"
+    )
+    criterion_edge_only = losses.NodeEdgeL1Loss(
+        node_weight=0.0, edge_weight=1.0, reduction="mean"
+    )
+elif args.loss_function.lower() in ('l2', 'l2_loss', 'nodeedge_l2'):
+    # For backprop
+    criterion_combined = losses.NodeEdgeL2Loss(
+        node_weight=1.0, edge_weight=1.0, reduction="sum"
+    )
+    # For logging (training/validation metrics)
+    criterion_node_only = losses.NodeEdgeL2Loss(
+        node_weight=1.0, edge_weight=0.0, reduction="mean"
+    )
+    criterion_edge_only = losses.NodeEdgeL2Loss(
+        node_weight=0.0, edge_weight=1.0, reduction="mean"
+    )
+else:
+    raise ValueError(f"Unknown loss_function: {args.loss_function} (use 'L1' or 'L2')")
+
+accuracy_record = np.zeros((3, args.epoch_num))
+loss_record = np.zeros((3, args.epoch_num))
+
+# NEW: separate tracking for node-only and edge-only metrics
+accuracy_record_node = np.zeros((3, args.epoch_num))
+accuracy_record_edge = np.zeros((3, args.epoch_num))
+loss_record_node = np.zeros((3, args.epoch_num))
+loss_record_edge = np.zeros((3, args.epoch_num))
+
+best_accuracy = 0
+
+print(model, end=space)
+
+# ----------------------- Save Model -----------------------
+task = 'Data_SAP2000'  # fixed task name for results path
+save_model_dir = os.path.join('Results', task)
+os.makedirs(save_model_dir, exist_ok=True)
+save_model_dir = os.path.join(save_model_dir, date_str)
+os.makedirs(save_model_dir, exist_ok=True)
+
+def forward_model(model, data):
+    """Return (node_out, edge_out) no matter how the model is implemented."""
+    out = model(data.x, data.edge_index, getattr(data, "edge_attr", None))
+    if isinstance(out, (tuple, list)):
+        node_out = out[0]
+        edge_out = out[1] if len(out) > 1 else None
+    else:
+        node_out, edge_out = out, None
+    return node_out, edge_out
+
+# ----------------------- Train and Validate -----------------------
+start_time = time.time()
+for epoch in range(args.epoch_num):
+    # ---- Train ----
+    model.train()
+    for data in train_loader:
+        data = data.to(device)
+        optimizer.zero_grad()
+
+        node_out, edge_out = forward_model(model, data)
+
+        # Single combined loss (handles node + edge)
+        loss = criterion_combined(
+            node_out, data.y,
+            edge_out=edge_out, edge_y=getattr(data, "edge_y", None),
+            node_thresh=args.accuracy_threshold,
+            edge_thresh=args.accuracy_threshold
+        )
+
+        loss.backward()
+        optimizer.step()
+
+    # ---- Evaluate ----
+    model.eval()
+    with torch.no_grad():
+        split_metrics = {}
+        for i, (split_name, loader) in enumerate([("train", train_loader), ("valid", valid_loader)]):
+            loss_val_node = 0.0
+            loss_val_edge = 0.0
+            total_correct_node = 0
+            total_elems_node = 0
+            total_correct_edge = 0
+            total_elems_edge = 0
+            num_batches = 0
+
+            for data in loader:
+                num_batches += 1
+                data = data.to(device)
+                node_out, edge_out = forward_model(model, data)
+
+                # Node metrics
+                # (Use node-only criterion so the masking/weighting matches training)
+                node_loss = criterion_node_only(
+                    node_out, data.y,
+                    edge_out=None, edge_y=None,
+                    node_thresh=args.accuracy_threshold
+                )
+                loss_val_node += node_loss.item()
+
+                # Accuracy uses your existing utility (on the requested slice)
+                y_start, y_finish = datasets.get_target_index(args.target)
+                node_pred_slice = node_out[:, y_start:y_finish]
+                node_true_slice = data.y[:, y_start:y_finish]
+
+                correct_n, elems_n = accuracy.node_accuracy(
+                    node_pred_slice, node_true_slice, args.accuracy_threshold
+                )
+                total_correct_node += correct_n
+                total_elems_node += elems_n
+
+                # Edge metrics
+                if hasattr(data, "edge_y") and (edge_out is not None):
+                    edge_loss = criterion_edge_only(
+                        node_out, data.y,
+                        edge_out=edge_out, edge_y=data.edge_y,
+                        edge_thresh=args.accuracy_threshold
+                    )
+                    loss_val_edge += edge_loss.item()
+
+                    # If you have a dedicated edge_accuracy, use it; otherwise fallback.
+                    if hasattr(accuracy, "edge_accuracy"):
+                        correct_e, elems_e = accuracy.edge_accuracy(
+                            edge_out, data.edge_y, args.accuracy_threshold
+                        )
+                    else:
+                        correct_e, elems_e = accuracy.node_accuracy(
+                            edge_out, data.edge_y, args.accuracy_threshold
+                        )
+
+                    total_correct_edge += correct_e
+                    total_elems_edge += elems_e
+
+            # Aggregate
+            acc_node  = (total_correct_node / total_elems_node) if total_elems_node else 0.0
+            loss_node = (loss_val_node / max(1, num_batches))  # avg over batches
+            acc_edge  = (total_correct_edge / total_elems_edge) if total_elems_edge else 0.0
+            loss_edge = (loss_val_edge / max(1, num_batches))  # avg over batches
+
+            if total_elems_edge:
+                combined_acc  = 0.5 * (acc_node + acc_edge)
+                combined_loss = 0.5 * (loss_node + loss_edge)
+            else:
+                combined_acc  = acc_node
+                combined_loss = loss_node
+
+            # Record metrics: 0 -> train, 1 -> valid
+            accuracy_record[i][epoch]       = combined_acc
+            loss_record[i][epoch]           = combined_loss
+            accuracy_record_node[i][epoch]  = acc_node
+            accuracy_record_edge[i][epoch]  = acc_edge
+            loss_record_node[i][epoch]      = loss_node
+            loss_record_edge[i][epoch]      = loss_edge
+
+            split_metrics[split_name] = dict(
+                acc_node=acc_node, loss_node=loss_node,
+                acc_edge=acc_edge, loss_edge=loss_edge,
+                combined_acc=combined_acc, combined_loss=combined_loss
+            )
+
+    # Log
+    tr = split_metrics["train"]
+    va = split_metrics["valid"]
+    print(
+        f" Epoch: {epoch:03d} | "
+        f"Train Acc (node/edge/comb): {tr['acc_node']:.4f}/{tr['acc_edge']:.4f}/{tr['combined_acc']:.4f} | "
+        f"Valid Acc (node/edge/comb): {va['acc_node']:.4f}/{va['acc_edge']:.4f}/{va['combined_acc']:.4f} | "
+        f"Train Loss (node/edge/comb): {tr['loss_node']:.4f}/{tr['loss_edge']:.4f}/{tr['combined_loss']:.4f} | "
+        f"Valid Loss (node/edge/comb): {va['loss_node']:.4f}/{va['loss_edge']:.4f}/{va['combined_loss']:.4f}"
+    )
+
+    # Save best
+    valid_combined_acc = split_metrics["valid"]["combined_acc"]
+    if valid_combined_acc > best_accuracy:
+        best_accuracy = valid_combined_acc
+        torch.save(model.state_dict(), os.path.join(save_model_dir, 'model.pt'))
+        print(f'Trained model saved, valid acc (combined): {best_accuracy:.4f}')
+
+finish_time = time.time()
+args.training_time = (finish_time - start_time)/60
+print(space)
+print(f"Time spent: {(finish_time - start_time)/60:.2f} min")
+print("Finish time: " + datetime.now().strftime('%b %d, %H:%M:%S'), end=space)
+
+with open(os.path.join(save_model_dir, 'training_args.json'), 'w') as f:
+    json.dump(vars(args), f)
+
+# Plot the results (combined metrics)
+title = ', '.join([args.model, 'Data_SAP2000\n', date_str, args.target])
+
+# Combined (node + edge) curves
+plot.plot_learningCurve(accuracy_record, save_model_dir, title=title, target=args.target)
+plot.plot_lossCurve(loss_record, save_model_dir, title=title, target=args.target)
+
+# EXTRA: node vs edge accuracy and loss curves
+plot.plot_node_edge_accuracy_curves(
+    accuracy_record_node,
+    accuracy_record_edge,
+    save_model_dir,
+    title=title,
+    target=args.target,
+)
+
+plot.plot_node_edge_loss_curves(
+    loss_record_node,
+    loss_record_edge,
+    save_model_dir,
+    title=title,
+    target=args.target,
+)
diff --git a/train_structure_pseudo.py b/train_structure_pseudo.py
index 8bb37d42..80046624 100644
--- a/train_structure_pseudo.py
+++ b/train_structure_pseudo.py
@@ -30,21 +30,21 @@
 # Dataset
 parser.add_argument('--dataset_name', dest='dataset_name', default='Static_Linear_Analysis', type=str)
 parser.add_argument('--whatAsNode', dest='whatAsNode', default='NodeAsNode_pseudo', type=str)
-parser.add_argument('--data_num', dest='data_num', default=100, type=int)
+parser.add_argument('--data_num', dest='data_num', default=2000, type=int)
 parser.add_argument('--train_ratio', dest='train_ratio', default=0.9, type=float)
 parser.add_argument('--normalization', dest='normalization', default=True, type=bool)
 
 # GNN
 parser.add_argument('--model', dest='model', default='Structure_GraphNetwork_pseudo', type=str, help='model class name. E.g., GCN, Tony_GNN, ...')
 parser.add_argument('--aggr_type', dest='aggr', default='mean', type=str)
-parser.add_argument('--hidden_dim', dest='hidden_dim', default=256, type=int)
+parser.add_argument('--hidden_dim', dest='hidden_dim', default=512, type=int)
 parser.add_argument('--dropout_p', dest='dropout_p', default=0.0, type=float)
 parser.add_argument('--gnn_dropout', dest='gnn_dropout', default='True', type=bool, help='whether dropout, default 0.5')
 parser.add_argument('--gnn_act', dest='gnn_act', default='True', type=bool, help='whether activation, default RELU')
 
 # Training
 parser.add_argument('--target', dest='target', default='all', type=str, help='which output target you are going to train, like displacement, moement, shear......')
-parser.add_argument('--epoch_num', dest='epoch_num', default=10, type=int)
+parser.add_argument('--epoch_num', dest='epoch_num', default=1000, type=int)
 parser.add_argument('--batch_size', dest='batch_size', default=1, type=int)
 parser.add_argument('--lr', dest='lr', default=5e-5, type=float)
 parser.add_argument('--loss_function', dest='loss_function', default='L1_Loss', type=str)