*NODE, NSET=NALL
1,                4.07417,        3.51532,        4.43035
2,                6.24583,        4.69753,        6.40067
3,1.0e1,10.00000,0.00000
4,               1.0E1,        0.00000,        0.00000
5,                0.00000,        0.00000,        0.00000
6,                0.00000,       10.00000,        0.00000
7,                0.00000,       10.00000,       10.00000
8,                0.00000,        0.00000,       10.00000
9, 100.0e-1,10.00000,10.00000
10,100.0E-1,0.00000,10.00000
*ELEMENT, TYPE=C3D4, ELSET=CUBE
         1,         8,        10,         1,         2
         2,         4,         1,        10,         2
         3,         3,         9,         7,         2
         4,         3,         5,         4,         1
         5,         8,         7,         2,         1
         6,         5,         6,         8,         1
         7,         7,         6,         1,         8
         8,         7,         9,         8,         2
         9,         5,         8,        10,         1
        10,         3,         6,         5,         1
        11,         4,        10,         9,         2
        12,         1,         7,         2,         3
        13,         3,         4,         9,         2
        14,         3,         1,         4,         2
        15,         4,         5,        10,         1
        16,         8,         9,        10,         2
        17,         3,         6,         1,         7
*SOLID SECTION, ELSET=CUBE, MATERIAL=MAT
*MATERIAL, NAME=MAT
*ELASTIC
2.08000e+005, 3.00000e-001
*NSET, NSET=SYM12
         5,         6,         3,         4,
*NSET, NSET=SYM23
         5,         6,         7,         8,
*NSET, NSET=SYM13
         5,        10,         8,         4,
*SURFACE, TYPE=ELEMENT, NAME=LOAD
        16, S1
         8, S1
*SURFACE, NAME=ORDER , TYPE=ELEMENT
        16, S1
         8, S1
*STEP
*STATIC
*BOUNDARY
SYM12, 3
SYM23, 1
SYM13, 2
*DSLOAD
LOAD, P, 1.00000
*NODE FILE
 COORD
 U
*END STEP