*HEADING
: GENERAL SECTION,SECTION=NONLINEAR GENERAL (TABLE OF VALUES)  [B22]
*NODE
 1,  0.0, 0.0
11, 75., 0.0
*NGEN,NSET=ALL
 1,11,1
*ELEMENT,TYPE=B22, ELSET=EALL
1,1,2,3
2,3,4,5
3,5,6,7
4,7,8,9
5,9,10,11
*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
-2.8998257E17, -1.E10
0., 0.
2.8998257E17, 1.E10
*BOUNDARY
1, 1, 2
1, 6
*STEP,PERTURBATION
*STATIC
*CLOAD
11,2,25.
*EL PRINT
SF,
*NODE PRINT
 U,COORD
*END STEP