*HEADING
: Uniaxial tension [CPE4R]
*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=CPE4R, ELSET=EALL
 1,1,101,102,2
*ELGEN,ELSET=EALL
 1,3,1,1,4,100,3,
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
 1.0, 
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
10,11,12
*ELSET,ELSET=E1
5,8,
*BOUNDARY
 NL,1,1
 1,2
*STEP
*STATIC
1.,1.
*DLOAD
 LOAD, P2, -750000.0
*EL PRINT
 S,COORD,
 E,
*NODE PRINT
 U,COORD
*NODE FILE
 U,
*OUTPUT, HISTORY, FREQ=1
*ENERGY OUTPUT, VARIABLE=ALL
*OUTPUT, FIELD, FREQ=1
*ELEMENT OUTPUT, ELSET=E1
 S,
*OUTPUT, FIELD, FREQ=1
*ELEMENT OUTPUT, POS=CENT, ELSET=E1
 S,E,
*NODE OUTPUT
 U,
*END STEP
*STEP
*STATIC
0.5,1.
*DLOAD
 LOAD, P2, -1000000.
*EL PRINT
 S,COORD,
 E,
*NODE PRINT
 U,COORD
*NODE FILE
 U,
*OUTPUT, HISTORY, FREQ=1
*ENERGY OUTPUT, VARIABLE=ALL
*OUTPUT, FIELD, FREQ=1
*ELEMENT OUTPUT, ELSET=E1
 S,
*OUTPUT, FIELD, FREQ=1
*ELEMENT OUTPUT, POS=CENT, ELSET=E1
 S,E,
*NODE OUTPUT
 U,
*END STEP