*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
*IMPORT,UPDATE=YES,STATE=YES,STEP=1
EALL, 
*RESTART, WRITE
*FILE FORMAT,ZERO INC
*NODE,NSET=ALL1
21,0.0,4.0,0.0
22,1.0,4.0,0.0
*NSET,NSET=LEFT2
21,
*NSET,NSET=LEFT
LEFT1,LEFT2
*NSET,NSET=DISP2
22,
*ELEMENT,TYPE=T2D2,ELSET=EALL1
21,21,22
*SOLID SECTION,ELSET=EALL1,MATERIAL=MAT2
0.1,
*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,1,6
LEFT,3,3
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