*HEADING
: Uniaxial tension [CPE6,CPE8]
*NODE,NSET=NALL
1,
7,0.,1.5
801,8.,
807,8.,1.5
*NGEN,NSET=NL
1,7,1
*NGEN,NSET=NR
801,807,1
*NFILL
NL,NR,8,100
*NSET,NSET=N1,GENERATE
401,407,1
*NSET,NSET=N2,GENERATE
501,507,1
601,607,1
*ELEMENT,TYPE=CPE6,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=CPE8,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
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*ELSET,ELSET=LOAD
14,20,16
*BOUNDARY
NL,1,1
1,2
*STEP
*STATIC
0.05,1.,0.01,1.
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*NODE FILE, NSET=N1, FREQ=6
 U,
*NODE FILE, NSET=N2, FREQ=3
 U,
*OUTPUT, FIELD, FREQ=10
*ELEMENT OUTPUT, ELSET=EALL
 S,
*OUTPUT, FIELD, FREQ=6
*NODE OUTPUT, NSET=N1
 U,
*OUTPUT, FIELD, FREQ=3
*NODE OUTPUT, NSET=N2
 U,
*EL PRINT,FREQ=10
 S,COORD,
 E,
 LOADS,
*NODE PRINT,FREQ=3
 U,
*END STEP