*HEADING
 SKEW-SENSITIVITY ANALYSIS, 45 DEG TRAPEZOID, CPS6,
*RESTART,WRITE
**
*NODE
       1,          0.,          0.
       2,          0.,    0.100001
       3,          0.,         0.2
       4,       0.325,    0.100001
       5,       0.325,          0.
       6,       0.425,         0.2
       7,        0.65,          0.
       8,        0.75,         0.1
       9,        0.85,         0.2
      13,       1.025,    0.100001
      14,       1.125,          0.
      15,       1.125,         0.2
      16,         1.6,          0.
      17,         1.5,         0.1
      18,         1.4,         0.2
      19,        2.35,         0.2
      20,        2.25,         0.1
      21,        2.15,  2.99988E-8
      22,       1.975,   0.0999995
      23,       1.875,         0.2
      24,       1.875,   5.9575E-9
      31,       2.525,    0.100001
      32,       2.625,          0.
      33,       2.625,         0.2
      34,         3.1,          0.
      35,          3.,         0.1
      36,         2.9,         0.2
      37,        3.85,         0.2
      38,        3.75,         0.1
      39,        3.65,  2.99988E-8
      40,       3.475,   0.0999995
      41,       3.375,         0.2
      42,       3.375,   5.9575E-9
      49,       4.025,    0.100001
      50,       4.125,          0.
      51,       4.125,         0.2
      52,         4.6,          0.
      53,         4.5,         0.1
      54,         4.4,         0.2
      55,        5.35,         0.2
      56,        5.25,         0.1
      57,        5.15,  2.99988E-8
      58,       4.975,   0.0999995
      59,       4.875,         0.2
      60,       4.875,   5.9575E-9
      64,          6.,         0.2
      65,          6.,   0.0999995
      66,          6.,  2.98023E-8
      67,       5.675,   0.0999993
      68,       5.675,         0.2
      69,       5.575, -7.35236E-9
**
**
*ELEMENT, TYPE=CPS6, ELSET=EALL
       1,       1,       7,       3,       5,       4,       2
       2,       9,       3,       7,       6,       4,       8
       3,      18,       7,      16,      13,      14,      17
       4,       7,      18,       9,      13,      15,       8
       5,      16,      19,      18,      22,      23,      17
       6,      19,      16,      21,      22,      24,      20
       7,      36,      21,      34,      31,      32,      35
       8,      21,      36,      19,      31,      33,      20
       9,      34,      37,      36,      40,      41,      35
      10,      37,      34,      39,      40,      42,      38
      11,      54,      39,      52,      49,      50,      53
      12,      39,      54,      37,      49,      51,      38
      13,      52,      55,      54,      58,      59,      53
      14,      55,      52,      57,      58,      60,      56
      15,      64,      55,      66,      68,      67,      65
      16,      57,      66,      55,      69,      67,      56
*SOLID SECTION,ELSET=EALL,MATERIAL=A1
.01, 
*MATERIAL,NAME=A1
*ELASTIC
1.E8,0.
**
** step  1,Default
**
*STEP, PERTURBATION
*STATIC
**
** fix
**
*BOUNDARY
       1, 1,,          0.
       1, 2,,          0.
       1, 3,,          0.
       2, 1,,          0.
       2, 2,,          0.
       2, 3,,          0.
       3, 1,,          0.
       3, 2,,          0.
       3, 3,,          0.
**
** load
**
*CLOAD, OP=NEW
      64, 2,        -0.5
      66, 2,        -0.5
*EL PRINT
S, 
E, 
*NODE FILE
U, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
*END STEP