*HEADING
: GENERAL SECTION,SECTION=NONLINEAR GENERAL (TABLE OF VALUES)  [B33H]
*NODE
 1,  0.0, 0.0
11, 75., 0.0
*NGEN,NSET=ALL
 1,11,2
*ELEMENT,TYPE=B33H, ELSET=EALL
1,1,3
2,3,5
3,5,7
4,7,9
5,9,11
*ELSET, ELSET=FOUR
4, 
*BEAM GENERAL SECTION,SECTION=NONLINEAR GENERAL, ELSET=EALL
12.566371, 12.566371, 0., 12.566371, 25.132741
0., 0., -1.
*AXIAL,ELASTIC
-3.7699113E7, -1.0
0., 0.
3.7699113E7, 1.0
*M1,ELASTIC
-3.7699113E17, -1.E10
0., 0.
3.7699113E17, 1.E10
*M2,ELASTIC
-3.7699113E17, -1.E10
0., 0.
3.7699113E17, 1.E10
*TORQUE,ELASTIC,DEP=1
-2.8998257E17, -1.E10 ,,-1.
 0.          ,  0.    ,,-1.
 2.8998257E17,  1.E10 ,,-1.
-2.8998257E17, -1.E12 ,,10.
 0.          ,  0.    ,,10.
 2.8998257E17,  1.E12 ,,10.
*BOUNDARY
1, 1, 6
*INITIAL CONDITIONS,TYPE=FIELD
ALL,-1.0
*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