*HEADING
: Uniaxial tension [CPEG3,CPEG4]
  Lines padded with spaces to test 132 chararcter limit
*restart,write,freq=999
*preprint,model=yes,history=yes,echo=yes
*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
*NODE
 998,0.,0.
*NFILL
 NL,NR,4,100
*ELEMENT,TYPE=CPEG3,ELSET=EALL
 1,1,102,2
 5,1,101,102
 9,102,201,202
 13,101,201,102
*ELEMENT,TYPE=CPEG4,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
*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
 10,20,12
*BOUNDARY
 NL,1,1
 1,2
*STEP
*STATIC
 0.5,1.
*BOUNDARY
 998,3,5,0.
*DLOAD,OP=NEW
 LOAD,P2, -1000000.0
*EL FILE,ELSET=E1
 S,E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E,
*NODE FILE
 U,RF
*OUTPUT,FIELD
*NODE OUTPUT
 U,RF
*NODE PRINT
 U,
 RF,
*END STEP
*STEP
*STATIC
 0.5,1.
*BOUNDARY
 998,3,5,0.
*DLOAD,OP=NEW
 LOAD,P2, -2000000.0
*EL FILE,ELSET=E1,FREQ=999
 S,E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E,
*NODE FILE
 U,RF
*OUTPUT,FIELD
*NODE OUTPUT
 U,RF
*NODE PRINT
 U,
 RF,
*END STEP