*HEADING
C3D10HS elements with CENT load, case B,
**
*RESTART, WRITE, FREQUENCY=1
**
*NODE
**
**
*ELEMENT, TYPE=C3D10HS, ELSET=EALL
**
** eall
**
*SOLID SECTION, ELSET=EALL, MATERIAL=BEAM
**
** beam
** Date: 15-Apr-96           Time: 11:06:03
**
*MATERIAL, NAME=BEAM
**
*DENSITY
       7850.,
**
*ELASTIC, TYPE=ISO
    2.17E+11,         0.3
**
*BOUNDARY
       1, 1,3
      14, 1,3
      27, 1,3
      40, 1,3
      53, 1,3
      60, 1,3
      73, 1,3
      86, 1,3
** step  1,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears
*FREQUENCY, eigensolver=lanczos
 1, , ,
**
** fixed
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step  2,Default
**
*STEP, AMPLITUDE=RAMP, INC=10, NLGEOM
This load case is the default load case that always appears (2)
*STATIC
          1.,          1.
*DLOAD
EALL,CENT,1.936918E8,0.,0.,0.,1.,0.,0.
**** Direct Text Input End ****
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step  3,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears (3)
*FREQUENCY, eigensolver=lanczos
 1, , ,
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step  4,Default
**
*STEP, AMPLITUDE=RAMP, INC=10, NLGEOM
This load case is the default load case that always appears (4)
*STATIC
          1.,          1.
*DLOAD
EALL,CENT,7.747675E8,0.,0.,0.,1.,0.,0.
**** Direct Text Input End ****
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step  5,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears (5)
*FREQUENCY, eigensolver=lanczos
 1, , ,
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step  6,Default
**
*STEP, AMPLITUDE=RAMP, INC=10, NLGEOM
This load case is the default load case that always appears (6)
*STATIC
         0.1,          1.
*DLOAD
EALL,CENT,1.743227E9,0.,0.,0.,1.,0.,0.
**** Direct Text Input End ****
**
**
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP
**
** step  7,Default
**
*STEP, NLGEOM
This load case is the default load case that always appears (7)
*FREQUENCY, eigensolver=lanczos
 1, , ,
*NODE PRINT, FREQ=1
U,
*NODE FILE, FREQ=1
U,
**
*OUTPUT,FIELD,FREQ=1
*NODE OUTPUT
U,
**
*EL PRINT, POSITION=INTEGRATION POINT, FREQ=1
S,
E,
*END STEP