*HEADING
 1 X 4 mesh for cantilever bending problem with C3D4 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.,         0.1
      11,        0.75,         0.1
      12,         1.5,         0.1
      13,        2.25,         0.1
      14,          3.,         0.1
      15,        3.75,         0.1
      16,         4.5,         0.1
      17,        5.25,         0.1
      18,          6.,         0.1
      19,          0.,         0.2
      20,        0.75,         0.2
      21,         1.5,         0.2
      22,        2.25,         0.2
      23,          3.,         0.2
      24,        3.75,         0.2
      25,         4.5,         0.2
      26,        5.25,         0.2
      27,          6.,         0.2
*NODE
      28,          0.,          0.,        0.005
      29,        0.75,          0.,        0.005
      30,         1.5,          0.,        0.005
      31,        2.25,          0.,        0.005
      32,          3.,          0.,        0.005
      33,        3.75,          0.,        0.005
      34,         4.5,          0.,        0.005
      35,        5.25,          0.,        0.005
      36,          6.,          0.,        0.005
      37,          0.,         0.1,        0.005
      38,         1.5,         0.1,        0.005
      39,          3.,         0.1,        0.005
      40,         4.5,         0.1,        0.005
      41,          6.,         0.1,        0.005
      42,          0.,         0.2,        0.005
      43,        0.75,         0.2,        0.005
      44,         1.5,         0.2,        0.005
      45,        2.25,         0.2,        0.005
      46,          3.,         0.2,        0.005
      47,        3.75,         0.2,        0.005
      48,         4.5,         0.2,        0.005
      49,        5.25,         0.2,        0.005
      50,          6.,         0.2,        0.005
*NODE
      51,          0.,          0.,         0.01
      52,        0.75,          0.,         0.01
      53,         1.5,          0.,         0.01
      54,        2.25,          0.,         0.01
      55,          3.,          0.,         0.01
      56,        3.75,          0.,         0.01
      57,         4.5,          0.,         0.01
      58,        5.25,          0.,         0.01
      59,          6.,          0.,         0.01
      60,          0.,         0.1,         0.01
      61,        0.75,         0.1,         0.01
      62,         1.5,         0.1,         0.01
      63,        2.25,         0.1,         0.01
      64,          3.,         0.1,         0.01
      65,        3.75,         0.1,         0.01
      66,         4.5,         0.1,         0.01
      67,        5.25,         0.1,         0.01
      68,          6.,         0.1,         0.01
      69,          0.,         0.2,         0.01
      70,        0.75,         0.2,         0.01
      71,         1.5,         0.2,         0.01
      72,        2.25,         0.2,         0.01
      73,          3.,         0.2,         0.01
      74,        3.75,         0.2,         0.01
      75,         4.5,         0.2,         0.01
      76,        5.25,         0.2,         0.01
      77,          6.,         0.2,         0.01
**
**
*ELEMENT, TYPE=C3D4, ELSET=EALL
       1,       1,      19,      51,       3
       2,      69,      51,      19,      71
       3,      21,       3,      71,      19
       4,      53,      71,       3,      51
       5,       3,      19,      51,      71
       6,      21,      71,       3,      23
       7,      53,       3,      71,      55
       8,       5,      55,      23,       3
       9,      73,      23,      55,      71
      10,       3,      23,      71,      55
      11,       5,      23,      55,       7
      12,      73,      55,      23,      75
      13,      25,       7,      75,      23
      14,      57,      75,       7,      55
      15,       7,      23,      55,      75
      16,      25,      75,       7,      27
      17,      57,       7,      75,      59
      18,       9,      59,      27,       7
      19,      77,      27,      59,      75
      20,       7,      27,      75,      59
*SOLID SECTION,ELSET=EALL,MATERIAL=A1
*MATERIAL,NAME=A1
*ELASTIC
1.E8,0.
**
** step  1,Default
**
*STEP, PERTURBATION
*STATIC
**
** fix
**
*BOUNDARY
       1, 1,,          0.
       1, 2,,          0.
       1, 3,,          0.
      19, 1,,          0.
      19, 2,,          0.
      19, 3,,          0.
      51, 1,,          0.
      51, 2,,          0.
      51, 3,,          0.
      69, 1,,          0.
      69, 2,,          0.
      69, 3,,          0.
**
** load
**
*CLOAD, OP=NEW
       9, 2,       -0.25
      27, 2,       -0.25
      59, 2,       -0.25
      77, 2,       -0.25
**
*NODE FILE
U, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
*EL PRINT
S, 
E, 
*END STEP