*HEADING
: L GENERAL SECTION  [B32OS]
EXTRA NODES ARE USED TO DEFINE THE BEAM SECTION ORIENTATION
*preprint,model=yes
*NODE
 1,  0.0, 0.0
11, 75., 0.0
101,  0.0, 0.0, -1.
111, 75., 0.0, -1.
*NGEN,NSET=ALL
 1,11,1
 101,111,1
*ELEMENT,TYPE=B32OS, ELSET=EALL
1,1,2,3,101
2,3,4,5,103
3,5,6,7,105
4,7,8,9,107
5,9,10,11,110
*ELSET, ELSET=FOUR
4, 
*BEAM GENERAL SECTION,SECTION=L, ELSET=EALL,POISSON=0.499, DEP=1
4., 4., .1, .1
0., 1., -1.
3.E5, 1.1538E6, .001,,-1.
3.E6, 1.1538E6, .001,,10.
*TRANSVERSE SHEAR STIFFNESS
9.11502E+05,
*SECTION POINTS
3.95, 0., 0., 0., 0., 3.95
*INITIAL CONDITIONS, TYPE=FIELD, VARIABLE=1
ALL,10.0
*BOUNDARY
1, 1, 7
*STEP,PERTURBATION
*STATIC
*LOAD CASE, NAME=BENDING1
*BOUNDARY
11,1,1
11,3,5
*CLOAD
11,2,25.
*END LOAD CASE
*LOAD CASE, NAME=BENDING2
*BOUNDARY
11,1,2
11,4,4
11,6,6
*CLOAD
11,3,25.
*END LOAD CASE
*OUTPUT, FIELD
*NODE OUTPUT
U,RF
*ELEMENT OUTPUT
S
*END STEP
*STEP, NLGEOM
*STATIC
*BOUNDARY, OP=MOD
11,1,1,7.5
11,2,6
*ENERGY PRINT
SF, 
SE, 
ELEN, 
S, 
E, 
RF, 
U, 
*END STEP