model BasicBuilder -ndm 3 -ndf 6
set m 7
node 0 5.0 5.0 0.0
node 1 5.0 5.0 4.0
node 2 11.0 5.0 0.0
node 3 11.0 5.0 4.0
node 4 5.0 11.0 0.0
node 5 5.0 11.0 4.0
node 6 11.0 11.0 0.0
node 7 11.0 11.0 4.0
fix 4 1 1 1 1 1 1
fix 6 1 1 1 1 1 1
fix 0 1 1 1 1 1 1
fix 2 1 1 1 1 1 1
node 10 8.0 8.0 4
rigidDiaphragm 3 10 3 1 7 5
fix 10 0 0 1 1 1 0
section Elastic 1 2.86079e+07 0.4 0.00128 0.00128 1.192e+07 0.00360533
uniaxialMaterial Elastic 1001 762880
section Aggregator 1001 1001 Vy 1001 Vz -section 1
section Elastic 2 2.86079e+07 0.25 0.0027 0.00046875 1.192e+07 0.00230675
uniaxialMaterial Elastic 1002 715200
section Aggregator 1002 1002 Vy 1002 Vz -section 2
geomTransf Linear 0 1 0 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1001 1001 1001 1001 1001]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 0 0 1 0 $integration
geomTransf Linear 1 1 0 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1001 1001 1001 1001 1001]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 1 2 3 1 $integration
geomTransf Linear 2 1 0 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1001 1001 1001 1001 1001]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 2 4 5 2 $integration
geomTransf Linear 3 1 0 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1001 1001 1001 1001 1001]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 3 6 7 3 $integration
geomTransf Linear 4 0 -1 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1002 1002 1002 1002 1002]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 4 1 3 4 $integration
geomTransf Linear 5 1 0 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1002 1002 1002 1002 1002]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 5 3 7 5 $integration
geomTransf Linear 6 1 0 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1002 1002 1002 1002 1002]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 6 1 5 6 $integration
geomTransf Linear 7 0 -1 0
set locations [list 0 0.25 0.5 0.75 1]
set secTags [list 1002 1002 1002 1002 1002]
set integration [list FixedLocation 5 $secTags $locations]
element forceBeamColumn 7 5 7 7 $integration
mass 5 15.2905 15.2905 0.001 0.001 0.001 0.001
mass 7 15.2905 15.2905 0.001 0.001 0.001 0.001
mass 3 15.2905 15.2905 0.001 0.001 0.001 0.001
mass 1 15.2905 15.2905 0.001 0.001 0.001 0.001
pattern Plain 1 Linear {
load 5 0.0 0.0 -150.0 0.0 0.0 0.0
load 7 0.0 0.0 -150.0 0.0 0.0 0.0
load 3 0.0 0.0 -150.0 0.0 0.0 0.0
load 1 0.0 0.0 -150.0 0.0 0.0 0.0
}