*HEADING
EB3INVSD: GENERAL SECTION,SECTION=NONLINEAR GENERAL (TABLE OF VALUES)  [B32H]
*NODE
 1,  0.0, 0.0
11, 75., 0.0
*NGEN,NSET=ALL
 1,11,1
*ELEMENT,TYPE=B32H, 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,DEP=1
-3.7699113E17, -1.E5,,0.
0., 0.,,0.
3.7699113E17, 1.E5,,0.
-3.7699113E17, -1.E10,,4.
0., 0.,,4.
3.7699113E17, 1.E10,,4.
*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=FIELD
ALL,4.0
*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