*HEADING
8 X 16 mesh for cantilever bending problem with CPS6 elements.
**
*NODE
**
**
*ELEMENT, TYPE=CPS6, ELSET=EALL
**
** eall
**
*SOLID SECTION, ELSET=EALL, MATERIAL=A1
        0.01,
**
** A1
** Date: 05-Apr-96           Time: 11:38:19
**
*MATERIAL, NAME=A1
**
*ELASTIC, TYPE=ISO
       1.E+8,       1.E-5
**
** step  1,Default
**
*STEP, AMPLITUDE=RAMP, PERTURBATION
Linear Static Analysis
**
This load case is the default load case that always appears
**
*STATIC
**
** fix
**
*BOUNDARY, OP=NEW
       1, 1,,          0.
       1, 2,,          0.
      34, 1,,          0.
      34, 2,,          0.
      67, 1,,          0.
      67, 2,,          0.
     100, 1,,          0.
     100, 2,,          0.
**
** load
**
*CLOAD, OP=NEW
      33, 2,        -0.5
     561, 2,        -0.5
**
*NODE FILE
U,
*OUTPUT,FIELD
*NODE OUTPUT
U,
*EL PRINT
S,
E,
*END STEP