*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
*IMPORT,UPDATE=NO,STATE=NO,STEP=1
EALL, 
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*NODE,NSET=ALL1
61,  0.0, 4.0, 0.0
62,  1.0, 4.0, 0.0
63,  1.0, 5.0, 0.0
64,  0.0, 5.0, 0.0
65,  0.0, 4.0, 1.0
66,  1.0, 4.0, 1.0
67,  1.0, 5.0, 1.0
68,  0.0, 5.0, 1.0
69,  0.5, 4.0, 0.0
70, 1.0, 4.5, 0.0
71, 0.5, 5.0, 0.0
72, 0.0, 4.5, 0.0
73, 0.5, 4.0, 1.0
74, 1.0, 4.5, 1.0
75, 0.5, 5.0, 1.0
76, 0.0, 4.5, 1.0
77, 0.0, 4.0, 0.5
78, 1.0, 4.0, 0.5
79, 1.0, 5.0, 0.5
80, 0.0, 5.0, 0.5
81, 0.5, 4.5, 0.5
82, 0.5, 4.5, 0.0
83, 0.5, 4.5, 1.0
84, 0.5, 4.0, 0.5
85, 1.0, 4.5, 0.5
86, 0.5, 5.0, 0.5
87, 0.0, 4.5, 0.5
*NSET,NSET=DISP2
62,63,66,67,70,74,78,79,85
**
*NSET,NSET=YZPLANE3
61,65,64,68,77,72,87,76,80
*NSET,NSET=YZPLANE
YZPLANE1,YZPLANE2,YZPLANE3
**
*NSET,NSET=XZPLANE3
61,62,66,65,69,77,78,84,73
*NSET,NSET=XZPLANE
XZPLANE1,XZPLANE2,XZPLANE3
**
*NSET,NSET=XYPLANE3
61,62,63,64,69,72,82,70,71
*NSET,NSET=XYPLANE
XYPLANE1,XYPLANE2,XYPLANE3
**
*ELEMENT,TYPE=C3D15H,ELSET=EALL1
21,61,62,64,65,66,68,69,82,72,73,83,76,77,78,80
22,62,63,64,66,67,68,70,71,82,74,75,83,78,79,80
*SOLID SECTION,ELSET=EALL1,MATERIAL=MAT2
1.0,
*MATERIAL,NAME=MAT2
*ELASTIC
200.E9,0.3
*PLASTIC
300.E8,0.0
350.E8,0.1
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY, TYPE=VELOCITY
XYPLANE,3,3
YZPLANE,1,1
XZPLANE,2,2
DISP, 1,1
DISP1,1,1,-0.1
DISP2,1,1,-0.2
*NODE FILE
COORD,
*EL FILE
S,
EE,
LE,
PE,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP