*HEADING
ABAQUS job created on 16-Aug-95 at 16:26:28
**
*NODE
       1,          0.,          0.
       2,         20.,          0.
       3,         40.,          0.
       4,         60.,          0.
       5,         80.,          0.
       6,          0.,         20.
       7,         40.,         20.
       8,         80.,         20.
       9,          0.,         40.
      10,         20.,         40.
      11,         40.,         40.
      12,         60.,         40.
      13,         80.,         40.
      14,          0.,         60.
      15,         40.,         60.
      16,         80.,         60.
      17,          0.,         80.
      18,         20.,         80.
      19,         40.,         80.
      20,         60.,         80.
      21,         80.,         80.
**
**
*ELEMENT, TYPE=S8R, ELSET=SQUARE_P
       1,       1,       3,      11,       9,   2,   7,  10,  6
       2,       3,       5,      13,      11,   4,   8,  12,  7
       3,       9,      11,      19,      17,  10,  15,  18, 14
       4,      11,      13,      21,      19,  12,  16,  20, 15 
**
** fem_model
**
*NSET, NSET=FEM_MODE
       1,       2,       3,       4,       5,       6,       7,       8,
       9,      10,      11,      12,      13,      14,      15,      16,
      17,      18,      19,      20,      21
**
** fem_model
**
*ELSET, ELSET=FEM_MODE
       1,       2,       3,       4
**
** square_plate
**
*SHELL SECTION, ELSET=SQUARE_P, MATERIAL=STEEL
  0.25,
**
** steel
** Date: 16-Aug-95           Time: 16:14:23
**
*MATERIAL, NAME=STEEL
**
*DENSITY
         0.1,
**
*ELASTIC, TYPE=ISO
  2.E11,  0.3
**
**
*MATERIAL, NAME=MAT2
**
*DENSITY
         0.1,
**
*ELASTIC, TYPE=LAMINA
1.42E+09, 1.03E+08, 0.27, 7.2E+8, 2.E+12, 3.E+10
**
**
*RESTART,WRITE
**
** step  1,Default
**
*STEP, AMPLITUDE=RAMP
Linear Static Analysis
**
This load case is the default load case that always appears
**
*STATIC
**
** fixed_edge
**
*BOUNDARY, OP=NEW
       1, 1,6,          0.
       6, 1,6,          0.
       9, 1,6,          0.
      14, 1,6,          0.
      17, 1,6,          0.
**
** force_1
**
*CLOAD, OP=NEW
      21, 3,       -100.E10,
**
*DLOAD, OP=NEW
*TEMPERATURE, OP=NEW
**
*NODE PRINT, FREQ=1
U
*NODE FILE, FREQ=1
U
**
*EL PRINT, POSITION=INTEGRATION POINTS, FREQ=1
SF
*EL PRINT, POSITION=NODES, FREQ=1
SF
*EL PRINT, POSITION=AVERAGED AT NODES, FREQ=1
SF
**
*OUTPUT, FIELD
*ELEMENT OUTPUT, POSITION=INTEGRATION POINTS
SF
**
*EL PRINT, POSITION=NODES, FREQ=0
**
*EL FILE, POSITION=NODES, FREQ=0
**
*EL PRINT, POSITION=CENTROIDAL, FREQ=0
**
*EL FILE, POSITION=CENTROIDAL, FREQ=0
**
*EL PRINT, POSITION=AVERAGED AT NODES, FREQ=0
**
*EL FILE, POSITION=AVERAGED AT NODES, FREQ=0
**
*MODAL PRINT, FREQ=99999
**
*MODAL FILE, FREQ=99999
**
*ENERGY PRINT, FREQ=0
**
*ENERGY FILE, FREQ=0
**
*PRINT, FREQ=1
**
*END STEP