*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
*IMPORT,UPDATE=NO,STATE=NO,STEP=1
EALL, 
*RESTART, WRITE
*NODE,NSET=ALL1
21,0.0,4.0,0.0
22,1.0,4.0,0.0
23,1.0,5.0,0.0
24,0.0,5.0,0.0
*NSET,NSET=DISP2
22,23
*ELEMENT,TYPE=CPS4,ELSET=EALL1
21,21,22,23,24
*DISTRIBUTION TABLE, NAME=DISTTABLEORI1
 COORD3D, COORD3D
*DISTRIBUTION, NAME=DISTORI1, TABLE=DISTTABLEORI1, LOCATION=ELEMENT
       , 1.,0.,0., 0.,1.,0.
 EALL1, -1.,1.,0., -1.,-1.,0.
*ORIENTATION, NAME=ORI1
 DISTORI1
 3, 0.
*SOLID SECTION,ELSET=EALL1,MATERIAL=MAT2,ORIENTATION=ORI1
1.0,
*DISTRIBUTION TABLE, NAME=DISTTABLEISO
 MODULUS, RATIO
*DISTRIBUTION, NAME=DISTISO, LOCATION=ELEMENT, TABLE=DISTTABLEISO
     ,100.E9, 0.2
 EALL1, 200.E9, 0.3 
*MATERIAL,NAME=MAT2
*ELASTIC
 DISTISO
*PLASTIC
300.E8,0.0
350.E8,0.1
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY,TYPE=VELOCITY
1,1,2
2,2,2
4,1,1
11,1,2
12,2,2
14,1,1
21,1,2
22,2,2
24,1,1
DISP, 1,1
DISP1,1,1,-0.1
DISP2,1,1,-0.2
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP