*HEADING
: Uniaxial tension [CPEG6M,CPEG8]
*NODE,NSET=NALL
 1,
 7,0.,1.5
 801,8.,
 807,8.,1.5
*NODE
 998,0.,0.
*NGEN,NSET=NL
 1,7,1
*NGEN,NSET=NR
 801,807,1
*NFILL
 NL,NR,8,100
*ELEMENT,TYPE=CPEG6M,ELSET=EALL
 1,1,201,203,101,202,102
 5,201,401,203,301,302,202
 9,1,203,3,102,103,2
 13,203,401,403,302,402,303
*ELEMENT,TYPE=CPEG8,ELSET=EALL
 17,3,203,205,5,103,204,105,4
*ELGEN,ELSET=EALL
 1,2,400,1,2,4,2
 5,2,400,1,2,4,2
 9,2,400,1,2,4,2
 13,2,400,1,2,4,2
 17,4,200,1
*ELSET,ELSET=E1
 6,10,14,
*SOLID SECTION,MATERIAL=A1,ELSET=EALL,REFNODE=998
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
 14,20,16
*BOUNDARY
NL,1,1
 1,2
*BOUNDARY
 998,3,5,0.
*STEP
*STATIC
 0.1,1.
*DLOAD,OP=NEW
 LOAD, P2, -1000000.0
*EL PRINT,POSITION=NODES,FREQ=2,ELSET=E1
 S,
 E,
 LOADS,
*NODE PRINT
 U,
 RF,
*NODE FILE, FREQ=999
 U,
*OUTPUT, HISTORY, FREQ=1
*ENERGY OUTPUT, VARIABLE=ALL
*OUTPUT, FIELD, FREQ=2
*ELEMENT OUTPUT, ELSET=LOAD
 S,
*OUTPUT, FIELD, FREQ=2
*ELEMENT OUTPUT, POSITION=NODES, ELSET=LOAD
 S,E,
*ELEMENT OUTPUT
 S,E,
*OUTPUT, FIELD, FREQ=999
*NODE OUTPUT
 U,
*END STEP