*HEADING
: Global model [CPS6M]
*RESTART,WRITE
*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=CPS6M,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
17,3,203,205,103,204,104
19,3,205,5,104,105,4
21,203,403,205,303,304,204
23,205,403,405,304,404,305
*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
17,2,400,1,1
19,2,400,1,1
21,2,400,1,1
23,2,400,1,1
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*ELSET,ELSET=LOAD
14,24,16
*BOUNDARY
NL,1,1
1,2
*STEP
*STATIC
0.2,1.
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*NODE FILE, FREQ=2
 U,
*OUTPUT, FIELD, FREQ=10
*ELEMENT OUTPUT, ELSET=EALL
 S,
 E,
*OUTPUT, FIELD, FREQ=2
*NODE OUTPUT
 U,
*EL PRINT,FREQ=5
 S,COORD,
 E,
 LOADS,
*NODE PRINT,FREQ=3
 U,
*END STEP