*HEADING
 Transfer from Standard to Explicit
 2D beam general section test for inelastic material property
*RESTART, WRITE, FREQ=2
*NODE, NSET=NALL
  1, 0.0, 0.0
  2, 5.0, 0.0
*ELEMENT, TYPE=B21, ELSET=EALL
1, 1, 2
*BEAM GENERAL SECTION,SECTION=NONLINEAR GENERAL, ELSET=EALL, DENSITY=7800.0
12.566371, 12.566371, 0., 12.566371, 25.132741
0., 0., -1.
*SECTION POINTS
0.0, 0.0, 0.005, 0.01
*AXIAL
0., 0.
2.E7, 0.001
2.5E7, 0.002
3.0E7, 0.003
*M1
0., 0.
2.E7, 0.001
2.5E7, 0.002
3.0E7, 0.003
*M2
0., 0.
2.E7, 0.001
2.5E7, 0.002
3.0E7, 0.003
*TORQUE
0., 0.
2.E7, 0.001
2.5E7, 0.002
3.0E7, 0.003
*NSET, NSET=LEFT
1,
*NSET, NSET=RIGHT
2,
*AMPLITUDE, NAME=AMP
0.0, 0.0, 0.5, 0.01, 1.0, 0.01
*BOUNDARY
LEFT, 1, 6, 0.0
*ELSET,ELSET=QA_TEST_ALLELEMS
EALL,
**
*NSET, NSET=QA_TEST_ALLNODES
NALL
*STEP, NLGEOM=YES
*STATIC
0.5, 1.0
*BOUNDARY, TYPE=DISPLACEMENT, AMPLITUDE=AMP
** Tension load
RIGHT, 1, 1, 2.0
** Bending load
RIGHT, 6, 6, 1.0
** Shear load
RIGHT, 2, 2, 3.0
*EL FILE
 S, E
*EL FILE
SE, SF
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,E
*OUTPUT,FIELD
*NODE OUTPUT
 U,COORD
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U,COORD
*END STEP