0
example - simple balcony frame
LinearStatic nsteps 1
domain 3dShell
OutputManager tstep_all dofman_all element_all
ndofman 11 nelem 18 ncrosssect 2 nmat 1 nbc 3 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 6.000000000e+03 0.000000000e+00 0.000000000e+00 bc 6 1 1 1 1 1 1
Node 3 coords 3 3.000000000e+03 3.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Node 4 coords 3 0.000000000e+00 1.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Node 5 coords 3 3.000000000e+03 1.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Node 6 coords 3 6.000000000e+03 1.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Node 7 coords 3 6.000000000e+03 3.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Node 8 coords 3 6.000000000e+03 5.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0 load 1 3
Node 9 coords 3 3.000000000e+03 5.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Node 10 coords 3 0.000000000e+00 5.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0 load 1 3
Node 11 coords 3 0.000000000e+00 3.000000000e+03 0.000000000e+00 bc 6 0 0 0 0 0 0
Beam3d 1 nodes 2 1 4 refNode -1 rnlcs 3 1000 0 0 crossSect 1 mat 1
Beam3d 2 nodes 2 4 11 refNode -1 rnlcs 3 2000 0 0 crossSect 1 mat 1
Beam3d 3 nodes 2 11 10 refNode -1 rnlcs 3 2000 0 0 crossSect 1 mat 1
Beam3d 4 nodes 2 2 6 refNode -1 rnlcs 3 1000 0 0 crossSect 1 mat 1
Beam3d 5 nodes 2 6 7 refNode -1 rnlcs 3 2000 0 0 crossSect 1 mat 1
Beam3d 6 nodes 2 7 8 refNode -1 rnlcs 3 2000 0 0 crossSect 1 mat 1
Beam3d 7 nodes 2 4 5 refNode -1 rnlcs 3 0 -3000 0 crossSect 1 mat 1
Beam3d 8 nodes 2 5 6 refNode -1 rnlcs 3 0 -3000 0 crossSect 1 mat 1
Beam3d 9 nodes 2 8 9 refNode -1 rnlcs 3 0 3000 -0 crossSect 1 mat 1
Beam3d 10 nodes 2 9 10 refNode -1 rnlcs 3 0 3000 -0 crossSect 1 mat 1
Tr_Shell01 11 nodes 3 4 5 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 12 nodes 3 5 6 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 13 nodes 3 6 7 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 14 nodes 3 7 8 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 15 nodes 3 8 9 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 16 nodes 3 9 10 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 17 nodes 3 10 11 3 crossSect 2 mat 1 bodyLoads 1 2
Tr_Shell01 18 nodes 3 11 4 3 crossSect 2 mat 1 bodyLoads 1 2
SimpleCS 1 area 8000 Iy 2.66667e+07 Iz 1.06667e+06 Ik 3.69231e+06 beamShearCoeff 0.84 thick 40 width 200
SimpleCS 2 thick 8
IsoLE 1 d 7.85e-06 E 210000.0 n 0.20 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
NodalLoad 3 loadTimeFunction 1 components 6 0.000000 0.000000 -1000.000000 0.000000 0.000000 0.000000
ConstantFunction 1 f(t) 1.0