*HEADING
4 X 4 mesh for cantilever bending problem with CPS3 elements
**
*NODE
       1,          0.,          0.
       2,        0.75,          0.
       3,         1.5,          0.
       4,        2.25,          0.
       5,          3.,          0.
       6,        3.75,          0.
       7,         4.5,          0.
       8,        5.25,          0.
       9,          6.,          0.
      10,          0.,       0.025
      11,        0.75,       0.025
      12,         1.5,       0.025
      13,        2.25,       0.025
      14,          3.,       0.025
      15,        3.75,       0.025
      16,         4.5,       0.025
      17,        5.25,       0.025
      18,          6.,       0.025
      19,          0.,        0.05
      20,        0.75,        0.05
      21,         1.5,        0.05
      22,        2.25,        0.05
      23,          3.,        0.05
      24,        3.75,        0.05
      25,         4.5,        0.05
      26,        5.25,        0.05
      27,          6.,        0.05
      28,          0.,       0.075
      29,        0.75,       0.075
      30,         1.5,       0.075
      31,        2.25,       0.075
      32,          3.,       0.075
      33,        3.75,       0.075
      34,         4.5,       0.075
      35,        5.25,       0.075
      36,          6.,       0.075
      37,          0.,         0.1
      38,        0.75,         0.1
      39,         1.5,         0.1
      40,        2.25,         0.1
      41,          3.,         0.1
      42,        3.75,         0.1
      43,         4.5,         0.1
      44,        5.25,         0.1
      45,          6.,         0.1
      46,          0.,       0.125
      47,        0.75,       0.125
      48,         1.5,       0.125
      49,        2.25,       0.125
      50,          3.,       0.125
      51,        3.75,       0.125
      52,         4.5,       0.125
      53,        5.25,       0.125
      54,          6.,       0.125
      55,          0.,        0.15
      56,        0.75,        0.15
      57,         1.5,        0.15
      58,        2.25,        0.15
      59,          3.,        0.15
      60,        3.75,        0.15
      61,         4.5,        0.15
      62,        5.25,        0.15
      63,          6.,        0.15
      64,          0.,       0.175
      65,        0.75,       0.175
      66,         1.5,       0.175
      67,        2.25,       0.175
      68,          3.,       0.175
      69,        3.75,       0.175
      70,         4.5,       0.175
      71,        5.25,       0.175
      72,          6.,       0.175
      73,          0.,         0.2
      74,        0.75,         0.2
      75,         1.5,         0.2
      76,        2.25,         0.2
      77,          3.,         0.2
      78,        3.75,         0.2
      79,         4.5,         0.2
      80,        5.25,         0.2
      81,          6.,         0.2
**
**
*ELEMENT, TYPE=CPS3, ELSET=EALL
       1,      21,      19,       1
       2,       1,       3,      21
       3,      23,      21,       3
       4,       3,       5,      23
       5,      25,      23,       5
       6,       5,       7,      25
       7,      27,      25,       7
       8,       7,       9,      27
       9,      39,      37,      19
      10,      19,      21,      39
      11,      41,      39,      21
      12,      21,      23,      41
      13,      43,      41,      23
      14,      23,      25,      43
      15,      45,      43,      25
      16,      25,      27,      45
      17,      57,      55,      37
      18,      37,      39,      57
      19,      59,      57,      39
      20,      39,      41,      59
      21,      61,      59,      41
      22,      41,      43,      61
      23,      63,      61,      43
      24,      43,      45,      63
      25,      75,      73,      55
      26,      55,      57,      75
      27,      77,      75,      57
      28,      57,      59,      77
      29,      79,      77,      59
      30,      59,      61,      79
      31,      81,      79,      61
      32,      61,      63,      81
**
** 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.
      19, 1,,          0.
      19, 2,,          0.
      37, 1,,          0.
      37, 2,,          0.
      55, 1,,          0.
      55, 2,,          0.
      73, 1,,          0.
      73, 2,,          0.
**
** load
**
*CLOAD, OP=NEW
       9, 2,        -0.5
      81, 2,        -0.5
**
*NODE FILE
U, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
*EL PRINT
S, 
E, 
*END STEP