0
example - simple frame rectangle
LinearStatic nsteps 1
domain 3dShell
OutputManager tstep_all dofman_all element_all
ndofman 8 nelem 7 ncrosssect 2 nmat 1 nbc 2 nic 0 nltf 1
Node 1 coords 3 0.000000000e+00 0.000000000e+00 0.000000000e+00 bc 6 1 1 1 1 1 1
Node 2 coords 3 0.000000000e+00 0.000000000e+00 1.000000000e+00 bc 6 0 0 0 0 0 0
Node 3 coords 3 0.000000000e+00 0.000000000e+00 2.000000000e+00 bc 6 0 0 0 0 0 0
Node 4 coords 3 1.000000000e+00 0.000000000e+00 2.000000000e+00 bc 6 0 0 0 0 0 0
Node 5 coords 3 2.000000000e+00 0.000000000e+00 2.000000000e+00 bc 6 0 0 0 0 0 0
Node 6 coords 3 3.000000000e+00 0.000000000e+00 2.000000000e+00 bc 6 0 0 0 0 0 0
Node 7 coords 3 3.000000000e+00 0.000000000e+00 1.000000000e+00 bc 6 0 0 0 0 0 0
Node 8 coords 3 3.000000000e+00 0.000000000e+00 0.000000000e+00 bc 6 0 0 0 0 0 0
Beam3d 1 nodes 2 1 2 refNode -1 rnlcs 3 0 1 0 crossSect 1 mat 1 bodyLoads 1 2
Beam3d 2 nodes 2 2 3 refNode -1 rnlcs 3 0 1 0 crossSect 1 mat 1 bodyLoads 1 2
Beam3d 3 nodes 2 3 4 refNode -1 rnlcs 3 0 1 0 crossSect 2 mat 1 bodyLoads 1 2
Beam3d 4 nodes 2 4 5 refNode -1 rnlcs 3 0 1 0 crossSect 2 mat 1 bodyLoads 1 2
Beam3d 5 nodes 2 5 6 refNode -1 rnlcs 3 0 1 0 crossSect 2 mat 1 bodyLoads 1 2
Beam3d 6 nodes 2 6 7 refNode -1 rnlcs 3 0 1 0 crossSect 1 mat 1 bodyLoads 1 2
Beam3d 7 nodes 2 7 8 refNode -1 rnlcs 3 0 1 0 crossSect 1 mat 1 bodyLoads 1 2
SimpleCS 1 area 0.02 Iy 6.66667e-05 Iz 1.66667e-05 Ik 4.8e-05 beamShearCoeff 0.84 thick 0.1 width 0.2
SimpleCS 2 area 0.03 Iy 0.000225 Iz 2.5e-05 Ik 8.1e-05 beamShearCoeff 0.84 thick 0.1 width 0.3
IsoLE 1 d 2.5e-06 E 40000.0 n 0.18 tAlpha 0.000012
BoundaryCondition 1 loadTimeFunction 1 prescribedvalue 0
DeadWeight 2 loadTimeFunction 1 valtype 2 components 6 0.000000 0.000000 -9.810000 0.000000 0.000000 0.000000
ConstantFunction 1 f(t) 1.0