*HEADING
 Transfer from Standard to Standard: elastic+plastic
 - First Standard analysis
*RESTART,WRITE
*NODE,NSET=ALL
1,0.0,0.0,0.0
2,1.0,0.0,0.0
3,1.0,1.0,0.0
4,0.0,1.0,0.0
11,0.0,2.0,0.0
12,1.0,2.0,0.0
13,1.0,3.0,0.0
14,0.0,3.0,0.0
*NSET,NSET=DISP
2,3
*NSET,NSET=DISP1
12,13
*ELEMENT,TYPE=CPS4,ELSET=EALL
1,1,2,3,4
11,11,12,13,14
*DISTRIBUTION TABLE, NAME=DISTTABLEORI
 COORD3D, COORD3D
*DISTRIBUTION, NAME=DISTORI, TABLE=DISTTABLEORI, LOCATION=ELEMENT
     , 1.,0.,0., 0.,1.,0.
 EALL, 1.,1.,0., -1.,1.,0.
*ORIENTATION, NAME=ORI
 DISTORI
 3, 0.
*SOLID SECTION,ELSET=EALL,MATERIAL=MAT1, ORIENTATION=ORI
1.0,
*DISTRIBUTION TABLE, NAME=DIST_TABLE_LAM
 MODULUS,MODULUS,RATIO,MODULUS,MODULUS,MODULUS
*DISTRIBUTION, NAME=DISTLAM, LOCATION=ELEMENT, TABLE=DIST_TABLE_LAM
 , 1.,1.,0.,.5,.5,.5
 EALL, 200.E9,200.E9,0.3,76.92307692e9,76.92307692e9,76.92307692e9
*MATERIAL,NAME=MAT1
*ELASTIC,TYPE=LAMINA
 DISTLAM
*PLASTIC
300.E8,0.0
350.E8,0.1
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
1,1,2
2,2,2
4,1,1
11,1,2
12,2,2
14,1,1
DISP,1,1,-0.2
DISP1,1,1,-0.1
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY, OP=MOD
DISP1,1,1,-0.2
*END STEP