*HEADING
: Uniaxial tension [CPEG6M,CPEG8]
*NODE,NSET=NALL
*NODE
*NGEN,NSET=NL
*NGEN,NSET=NR
*NFILL
 NL,NR,8,100
*ELEMENT,TYPE=CPEG6M,ELSET=EALL
*ELEMENT,TYPE=CPEG8,ELSET=EALL
*ELGEN,ELSET=EALL
*ELSET,ELSET=E1
*SOLID SECTION,MATERIAL=A1,ELSET=EALL,REFNODE=998
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*ELSET,ELSET=LOAD
*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, POSITION=NODES, ELSET=LOAD
 S,E,
*OUTPUT, FIELD, FREQ=999
*NODE OUTPUT
 U,
*END STEP