*HEADING
NAFEMS TEST NLE10 WITH C3D10M ELEMENTS, REFINED MESH
**
*RESTART, WRITE, FREQUENCY=1
**
*NODE
**
**
*ELEMENT, TYPE=C3D10M, ELSET=EALL
**
** eall
**
*SOLID SECTION, ELSET=EALL, MATERIAL=STEEL
          1.,
**
** steel
** Date: 23-May-96           Time: 17:30:54
**
*MATERIAL, NAME=STEEL
**
*ELASTIC, TYPE=ISO
     2.1E+11,         0.3
*NSET,NSET=ZFIX
*ELSET,ELSET=EOUT
**
** step  1,Default
**
*STEP, PERT
This load case is the default load case that always appears
*STATIC
**
** yfix
**
*BOUNDARY, OP=NEW
     489, 2,,          0.
     490, 2,,          0.
     491, 2,,          0.
     492, 2,,          0.
     493, 2,,          0.
     510, 2,,          0.
     511, 2,,          0.
     512, 2,,          0.
ZFIX,3,,0.
**
** xfix
**
*BOUNDARY, OP=NEW
       2, 1,,          0.
       3, 1,,          0.
       4, 1,,          0.
       5, 1,,          0.
      27, 1,,          0.
      28, 1,,          0.
      29, 1,,          0.
      30, 1,,          0.
**
** curvefix
**
*BOUNDARY, OP=NEW
       1, 1,,          0.
       1, 2,,          0.
       7, 1,,          0.
       7, 2,,          0.
      11, 1,,          0.
      11, 2,,          0.
      17, 1,,          0.
      17, 2,,          0.
**
** load
**
*DLOAD, OP=NEW
      22, P4,       1.E+6
      24, P4,       1.E+6
      27, P2,       1.E+6
      29, P2,       1.E+6
      32, P2,       1.E+6
      34, P2,       1.E+6
      37, P4,       1.E+6
      39, P4,       1.E+6
      62, P4,       1.E+6
      64, P4,       1.E+6
      67, P2,       1.E+6
      69, P2,       1.E+6
      72, P2,       1.E+6
      74, P2,       1.E+6
      77, P4,       1.E+6
      79, P4,       1.E+6
     102, P4,       1.E+6
     104, P4,       1.E+6
     107, P2,       1.E+6
     109, P2,       1.E+6
     112, P2,       1.E+6
     114, P2,       1.E+6
     117, P4,       1.E+6
     119, P4,       1.E+6
     142, P4,       1.E+6
     144, P4,       1.E+6
     147, P2,       1.E+6
     149, P2,       1.E+6
     152, P2,       1.E+6
     154, P2,       1.E+6
     157, P4,       1.E+6
     159, P4,       1.E+6
     182, P4,       1.E+6
     184, P4,       1.E+6
     187, P2,       1.E+6
     189, P2,       1.E+6
     192, P2,       1.E+6
     194, P2,       1.E+6
     197, P4,       1.E+6
     199, P4,       1.E+6
     222, P4,       1.E+6
     224, P4,       1.E+6
     227, P2,       1.E+6
     229, P2,       1.E+6
     232, P2,       1.E+6
     234, P2,       1.E+6
     237, P4,       1.E+6
     239, P4,       1.E+6
**
*NODE PRINT, FREQ=0
U,
*EL PRINT,FREQ=1,ELSET=EOUT,POSITION=AVERAGED AT NODES
S,
**
*EL FILE, POSITION=AVERAGED AT NODES, FREQ=1,ELSET=EOUT
S,
**
*END STEP