*HEADING
 BASIC VERIFICATION - MPC TYPE BILINEAR
 ELEMENT: C3D8, TEST TYPE:5 ,TEST NUMBER:6  --  
*NODE
1, 0., 0., 10.
5, 0., 20., 10.
6, 5., 0., 10.
10, 5., 20., 10.
11, 10., 0., 10.
14, 10., 15, 10.
99, 10., 20., 10.
15, 10., 0., 5.
19, 10., 20., 5.
20, 10., 0., 0.
24, 10., 20., 0.
25, 5., 0., 0.
29, 5., 20., 0.
30, 0., 0., 0.
34, 0., 20., 0.
35, 0., 0., 5.
39, 0., 20., 5.
40, 2.5, 10., 10.
41, 2.5, 10., 0.
42, 2.5, 20., 0.
43, 2.5, 20., 10.
44, 7.5, 10., 10.
45, 7.5, 10., 0.
46, 7.5, 20., 0.
47, 7.5, 20., 10.
50, 5., 10., 5.
51, 5., 20., 5.
*NGEN,NSET=LEFT
1,5,1
35,39,1
30,34,1
*NGEN
6,10,1
11,14,1
15,19,1
20, 24,1
25,29,1
*NSET,NSET=BOTTOM
1,6,11,15,20,25,30,35
*ELEMENT,TYPE=C3D8,ELSET=ELALL
1,1,11,20,30,3,13,22,32
2,3,8,50,37,5,10,51,39
3,8,13,17,50,10,99,19,51
4,50,17,22,27,51,19,24,29
5,37,50,27,32,39,51,29,34
*SOLID SECTION,ELSET=ELALL,MATERIAL=MAT
*MATERIAL,NAME=MAT
*ELASTIC
 3E6,.3
*NSET,NSET=BACK
30,25,20,31,26,21,32,27,22,45,28,23,34,42,29,46,
24,33,41
*BOUNDARY
LEFT,1
BOTTOM,2
BACK,3
*MPC,MODE=DOF,INPUT=xmpcinfo.inp
*STEP,PERTURBATION
*STATIC
*DLOAD
2,P2,10000.
3,P2,10000.
4,P2,10000.
5,P2,10000.
*EL FILE,FREQ=99
 S, 
*NODE FILE,FREQ=99
 U, 
*EL PRINT,FREQ=99
 S, 
*NODE PRINT,FREQ=99
 U, 
*END STEP
*STEP,NLGEOM
*STATIC
.5,1.
*DLOAD
2,P2,10000.
3,P2,10000.
4,P2,10000.
5,P2,10000.
*EL FILE,FREQ=99
 S,
*NODE FILE,FREQ=99
 U,
 COORD,
*EL PRINT,FREQ=99
 S,
*NODE PRINT,FREQ=99
 U,
 COORD,
*END STEP