*HEADING
 SKEW-SENSITIVITY ANALYSIS, 30 DEG TRAPEZOID, CPS3, 
*RESTART,WRITE
**
*NODE
       1,          0.,          0.
       2,          0.,    0.100001
       3,          0.,         0.2
       4,    0.346133,    0.100001
       5,    0.346132,          0.
       6,    0.403868,         0.2
       7,    0.692265,          0.
       8,        0.75,         0.1
       9,    0.807735,         0.2
      13,     1.06726,    0.100001
      14,       1.125,          0.
      15,       1.125,         0.2
      16,     1.55774,          0.
      17,         1.5,         0.1
      18,     1.44226,         0.2
      19,     2.30773,         0.2
      20,        2.25,         0.1
      21,     2.19227,  3.36937E-8
      22,     1.93273,   0.0999995
      23,       1.875,         0.2
      24,       1.875,  5.95751E-9
      31,     2.56727,    0.100001
      32,       2.625,          0.
      33,       2.625,         0.2
      34,     3.05773,          0.
      35,          3.,         0.1
      36,     2.94227,         0.2
      37,     3.80773,         0.2
      38,        3.75,         0.1
      39,     3.69227,  3.36937E-8
      40,     3.43273,   0.0999995
      41,       3.375,         0.2
      42,       3.375,  5.95751E-9
      49,     4.06727,    0.100001
      50,       4.125,          0.
      51,       4.125,         0.2
      52,     4.55773,          0.
      53,         4.5,         0.1
      54,     4.44227,         0.2
      55,     5.30773,         0.2
      56,        5.25,         0.1
      57,     5.19227,  3.36937E-8
      58,     4.93273,   0.0999995
      59,       4.875,         0.2
      60,       4.875,  5.95751E-9
      64,          6.,         0.2
      65,          6.,   0.0999995
      66,          6.,  2.98023E-8
      67,     5.65387,   0.0999993
      68,     5.65387,         0.2
      69,     5.59613,  -5.5049E-9
**
**
*ELEMENT, TYPE=CPS3, ELSET=EALL
       1,       1,       7,       3
       2,       9,       3,       7
       3,      18,       7,      16
       4,       7,      18,       9
       5,      16,      19,      18
       6,      19,      16,      21
       7,      36,      21,      34
       8,      21,      36,      19
       9,      34,      37,      36
      10,      37,      34,      39
      11,      54,      39,      52
      12,      39,      54,      37
      13,      52,      55,      54
      14,      55,      52,      57
      15,      64,      55,      66
      16,      57,      66,      55
*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.
       3, 1,,          0.
       3, 2,,          0.
       3, 3,,          0.
**
** load
**
*CLOAD, OP=NEW
      64, 2,        -0.5
      66, 2,        -0.5
**
*NODE FILE
U, 
*OUTPUT,FIELD
*NODE OUTPUT
U,
*EL PRINT
S, 
E, 
*END STEP