*HEADING
EB32NVSD: BEAM GEN SECTION, SECTION=NONLINEAR GEN (TABLE OF VALUES)  [B31]
EXTRA NODES ARE USED TO DEFINE THE BEAM SECTION ORIENTATION
*NODE
 1,  0.0, 0.0
11, 75., 0.0
101,  0.0, 0.0,-0.1
111, 75., 0.0,-1.1
*NGEN,NSET=ALL
 1,11,2
101,111,1
*ELEMENT,TYPE=B31, ELSET=EALL
1,1,3,101
2,3,5,102
3,5,7,104
4,7,9,109
5,9,11,110
*ELSET, ELSET=FOUR
4, 
*BEAM GENERAL SECTION,SECTION=NONLINEAR GENERAL, ELSET=EALL
12.566371, 12.566371, 0., 12.566371, 25.132741
-1., 
*AXIAL,ELASTIC,DEP=1
-3.7699113E7, -10.0 ,,0.
0., 0.             ,,0.
3.7699113E7, 10.0   ,,0.
-3.7699113E7, -1.0 ,,1.
0., 0.             ,,1.
3.7699113E7, 1.0   ,,1.
*M1,ELASTIC,DEP=1
-3.7699113E17, -1.E12 ,,-1.
0., 0.                ,,-1.
3.7699113E17, 1.E12   ,,-1.
-3.7699113E17, -1.E10 ,,1.
0., 0.                ,,1.
3.7699113E17, 1.E10   ,,1.
*M2,ELASTIC
-3.7699113E17, -1.E10
0., 0.
3.7699113E17, 1.E10
*TORQUE,ELASTIC
-2.8998257E17, -1.E10
0., 0.
2.8998257E17, 1.E10
*TRANSVERSE SHEAR STIFFNESS
1.88496E+07,
*INITIAL CONDITIONS,TYPE=TEMPERATURE
ALL,0.0
*INITIAL CONDITIONS,TYPE=FIELD
ALL,1.0
*BOUNDARY
1, 1, 6
*STEP,PERTURBATION
*STATIC
*CLOAD
11,2,25.
*EL PRINT
SF,
*NODE PRINT
 U,COORD
*END STEP
*STEP,PERTURBATION
*STATIC
*CLOAD
11,4,25.
*END STEP
*STEP,NLGEOM,INC=300
*STATIC
.1,1.,
*CLOAD
11,2,1000.
*FIELD
ALL,0.0
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
FV,
*OUTPUT,HISTORY
*ELEMENT OUTPUT,ELSET=EALL
FV,
*END STEP
*STEP,NLGEOM,INC=300
*STATIC
.1,1.,
*CLOAD,OP=NEW
11,2,0.
11,1,1000.
*FIELD
1,0.0
3,0.2
5,0.4
7,0.6
9,0.8
11,1.0
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
SE,
FV,
*OUTPUT,HISTORY
*ELEMENT OUTPUT,ELSET=EALL
FV,
*END STEP