PROGRAM HEXAFRON
3-D ANALYSIS USING HEXAHEDRAL ELEMENT
NN  NE  NM  NDIM  NEN  NDN
20  4   1   3     8    3
ND   NL   NMPC
12   1     0
Node#   X       Y       Z
 1     100      0      100
 2      0       0      100
 3      0       0      200
 4     100      0      200
 5     100     100     100
 6      0      100     100
 7      0      100     200
 8     100     100     200
 9     100     200     100
10      0      200     100
11      0      200     200
12     100     200     200
13     100     300     100
14      0      300     100
15      0      300     200
16     100     300     200
17     100     200      0
18     100     300      0
19      0      300      0
20      0      200      0
Elem# N1  N2  N3  N4  N5  N6  N7  N8  MAT#   TempRise
 1     1   2   3   4   5   6   7   8   1      0
 2     5   6   7   8   9  10  11  12   1      0
 3     9  10  11  12  13  14  15  16   1      0
 4     9  10  14  13  17  20  19  18   1      0
DOF#  Displacement
 49     0
 50     0
 51     0
 52     0
 53     0
 54     0
 55     0
 56     0
 57     0
 58     0
 59     0
 60     0
DOF#  Load
 12 -80000
MAT#     E         Nu        Alpha
 1     200000      0.3        12e-6
B1  i  B2 j  B3  (Multi-point constr. B1*Qi+B2*Qj=B3)