*HEADING
 Transfer from Standard to Standard : elastic
 - Second Standard analysis
*IMPORT,UPDATE=YES,STATE=NO,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
23,1.0,5.0,0.0
24,0.0,5.0,0.0
25,0.5,4.0,0.0
26,1.0,4.5,0.0
27,0.5,5.0,0.0
28,0.0,4.5,0.0
*NSET,NSET=DISP2
22,23,26
*ELEMENT,TYPE=CPS8,ELSET=EALL1
21,21,22,23,24,25,26,27,28
*SOLID SECTION,ELSET=EALL1,MATERIAL=MAT2
1.0,
*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
1,1,2
2,2,2
5,2,2
4,1,1
8,1,1
11,1,2
12,2,2
15,2,2
14,1,1
18,1,1
21,1,2
22,2,2
25,2,2
24,1,1
28,1,1
DISP, 1,1
DISP1,1,1,-0.1
DISP2,1,1,-0.2
*NODE FILE
COORD,
*EL FILE
S,
LE,
PE,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
PE,
*NODE OUTPUT
COORD
*END STEP