*HEADING
 Transfer from Standard to Standard: elastic+plastic
 - First Standard analysis
 - Element property assignment for thickness, offset, and orientation
*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=LEFT1
1,4,11,14
*NSET,NSET=BOT1
1,2,11,12
*NSET,NSET=DISP
2,3
*NSET,NSET=DISP1
12,13
*ELEMENT,TYPE=S3R,ELSET=EALLA
1,1,2,3
2,3,4,1
*SHELL SECTION,ELSET=EALLA,MATERIAL=MAT1
0.1,
*ELEMENT,TYPE=S3R,ELSET=EALLB
11,11,12,13
12,13,14,11
*SHELL SECTION,ELSET=EALLB,MATERIAL=MAT1, OFFSET=DIST_OFFSET, ORIENTATION=ORI,
 SHELL THICKNESS=DIST_THICK
 1.,
*DISTRIBUTION TABLE, NAME=DISTTABLETHICK
 LENGTH
*DISTRIBUTION, NAME=DIST_THICK, LOCATION=ELEMENT, TABLE=DISTTABLETHICK
      , 1.
 EALLB, 0.1
*DISTRIBUTION TABLE, NAME=DISTTABLEOFFSET
 RATIO
*DISTRIBUTION, NAME=DIST_OFFSET, LOCATION=ELEMENT, TABLE=DISTTABLEOFFSET
      , 0.5
 EALLB, 0.
*DISTRIBUTION TABLE, NAME=DISTTABLEORI
 COORD3D,COORD3D
*DISTRIBUTION, NAME=DIST_ORIENT, LOCATION=ELEMENT, TABLE=DISTTABLEORI
      ,  1.,0.,0.,  0.,1.,0.
 EALLB,  1.,1.,0., -1.,1.,0.
*ORIENTATION, NAME=ORI
 DIST_ORIENT
 3, 0.
*MATERIAL,NAME=MAT1
*ELASTIC
200.E9,0.3
*PLASTIC
300.E8,0.0
350.E8,0.1
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY
LEFT1,XSYMM
LEFT1,3,3
BOT1,YSYMM
BOT1,3,3
DISP,1,1,0.2
DISP1,1,1,0.1
*EL FILE
S,
EE,
PE,
STH,
*NODE FILE
COORD,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S, 
EE,
PE,
STH,
*NODE OUTPUT
COORD,
*END STEP
*STEP,NLGEOM
*STATIC
.1,1.
*BOUNDARY, OP=MOD
DISP1,1,1,0.2
*EL FILE
S,
EE,
LE,
PE,
STH,
*NODE FILE
COORD,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S, 
EE,
PE,
STH,
*NODE OUTPUT
COORD
*END STEP