*HEADING
 BASIC VERIFICATION - QUADRATIC AND C BIQUAD MPC TYPES with *TRANSFORM
 ELEMENT: C3D20, 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=C3D20,ELSET=ELALL
1, 1,11,20,30,3,13,22,32,6,15,25,35, 8,17,27,
      37,2,12,21,31
2, 3,8,27,32,5,10,29,34,40,50,41,37,43,51,42,
     39,4,9,28,33
3, 8,13,22,27,10,99,24,29,44,17,45,50,47,19,46,
     51,9,14,23,28
*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
BACK,3
LEFT,1
BOTTOM,2
*MPC
QUADRATIC,40,3,8,13
QUADRATIC,44,3,8,13
QUADRATIC,45,22,27,32
QUADRATIC,41,22,27,32
C BIQUAD,50,3,13,22,32,8,17,27,37
*NSET, NSET=CENTER
50, 
*NSET, NSET=MPC_N
41, 
*NSET, NSET=INDP_N1
32, 
*NSET,NSET=INDP_N2
27, 
*TRANSFORM,NSET=CENTER
** 30 ABOUT Y AXIS FOLLOWED BY 60 DEG. ABOUT (TRANSFORMED) X AXIS.
0.866025,0.0,-0.5,0.43301,0.5,0.75
*TRANSFORM,NSET=MPC_N
** 45 ABOUT Y AXIS, THEN 36.869 ABOUT (TRANSFORMED) Z AXIS
0.56569,0.6,-0.56569,-0.424255,0.8,0.424255
*TRANSFORM,NSET=INDP_N1
** 45 deg about Y axes
0.7071,0.,-0.7071,0.0,1.,0.
*TRANSFORM,NSET=INDP_N2
** 60 about Z AXIS
0.5,0.866025, 0.,-0.866025,0.5,0.
*STEP,PERTURBATION
*STATIC
*EL FILE,FREQ=99
 LOADS,
 S,
*NODE FILE,FREQ=99
 U,
 COORD,
*EL PRINT,FREQ=99
 LOADS,
 S,
*NODE PRINT,FREQ=99
 U,
 COORD,
*DLOAD
2,P2,10000.
3,P2,10000.
*END STEP
*STEP,NLGEOM
*STATIC
.5,1.
*DLOAD
2,P2,10000.
3,P2,10000.
*EL FILE,FREQ=99
 LOADS,
 S,
*NODE FILE,FREQ=99
 U,
 COORD,
*EL PRINT,FREQ=99
 LOADS,
 S,
*NODE PRINT,FREQ=99
 U,
 COORD,
*END STEP