*HEADING
: Uniaxial tension [CPE3,CPE4]
*NODE,NSET=NL
 1,  0.0, 0.0
 2,  0.0, 0.5
 3,  0.0, 1.0
 4,  0.0, 1.5
*NODE,NSET=NR
 401,  8.0, 0.0
 402,  8.0, 0.5
 403,  8.0, 1.0
 404,  8.0, 1.5
*NFILL
NL,NR,4,100
*ELEMENT,TYPE=CPE3,ELSET=EALL
1,1,102,2
5,1,101,102
9,102,201,202
13,101,201,102
*ELEMENT,TYPE=CPE4,ELSET=EALL
17,2,102,103,3
*ELGEN,ELSET=EALL
1,2,200,1,2,2,2
5,2,200,1,2,2,2
9,2,200,1,2,2,2
13,2,200,1,2,2,2
17,4,100,1
*SOLID SECTION,MATERIAL=A1, ELSET=EALL 
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
10,20,12
*BOUNDARY
 NL,1,1
 1,2
*STEP
*STATIC
0.1,1.
*DLOAD,OP=NEW
 LOAD, P2, -1000000.0
*EL PRINT,FREQ=999
 S,
*NODE PRINT
 U,COORD
*NODE FILE
 U,
*OUTPUT, HISTORY, FREQ=1
*ENERGY OUTPUT, VARIABLE=ALL
*OUTPUT, FIELD, FREQ=999
*ELEMENT OUTPUT, ELSET=EALL
 S,
*OUTPUT, FIELD, FREQ=999
*ELEMENT OUTPUT, POSITION=NODES, ELSET=EALL
 S,
 MISESONLY,PRESSONLY
*OUTPUT, FIELD, FREQ=1
*NODE OUTPUT
 U,
*END STEP