*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
 - Element property assignment for thickness, offset, and orientation 
   in imported elements elset EALLB
 - Element property assignment for thickness, offset, and orientation 
   in new elements elset EALLB1
*IMPORT,UPDATE=NO,STATE=YES,STEP=1
EALLA, EALLB 
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*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=LEFT2
21,24
*NSET,NSET=LEFT
LEFT1,LEFT2
*NSET,NSET=BOT2
21,22
*NSET,NSET=BOT
BOT1,BOT2
*NSET,NSET=DISP2
22,23
*ELEMENT,TYPE=S3R,ELSET=EALLA1
21,21,22,23
*SHELL SECTION,ELSET=EALLA1,MATERIAL=MAT2
 0.1,
*ELEMENT,TYPE=S3R,ELSET=EALLB1
22,23,24,21
*SHELL SECTION,ELSET=EALLB1,MATERIAL=MAT2, OFFSET=DIST_OFFSET1, 
 SHELL THICKNESS=DIST_THICK1, ORIENTATION=ORI1
 1.,
*DISTRIBUTION TABLE, NAME=DISTTABLETHICK1
 LENGTH
*DISTRIBUTION, NAME=DIST_THICK1, LOCATION=ELEMENT, TABLE=DISTTABLETHICK1
     , 1.
 EALLB1, 0.1
*DISTRIBUTION TABLE, NAME=DISTTABLEOFFSET1
 RATIO
*DISTRIBUTION, NAME=DIST_OFFSET1, LOCATION=ELEMENT, TABLE=DISTTABLEOFFSET1
     , 0.5
 EALLB1, 0.
*DISTRIBUTION TABLE, NAME=DISTTABLEORI1
 COORD3D, COORD3D
*DISTRIBUTION, NAME=DIST_ORIENT1, LOCATION=ELEMENT, TABLE=DISTTABLEORI1
       ,  1.,0.,0.,  0.,1.,0.
 EALLB1,  1.,1.,0., -1.,1.,0.
*ORIENTATION, NAME=ORI1
 DIST_ORIENT1
 3, 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
LEFT,XSYMM
LEFT,3,3
BOT,YSYMM
BOT,3,3
DISP, 1,1
DISP1,1,1,0.1
DISP2,1,1,0.2
*NODE FILE
COORD,
*EL FILE
S,
EE,
LE,
PE,
STH,
*OUTPUT,FIELD
*ELEMENT OUTPUT
S, 
EE,
PE,
STH,
*NODE OUTPUT
COORD
*END STEP