*HEADING
: Global model [CPE6M]
*RESTART,WRITE
*NODE,NSET=NALL
*NGEN,NSET=NL
*NGEN,NSET=NR
*NFILL
NL,NR,8,100
*NSET,NSET=N1,GENERATE
*NSET,NSET=N2,GENERATE
*ELEMENT,TYPE=CPE6M,ELSET=EALL
*ELGEN,ELSET=EALL
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*ELSET,ELSET=LOAD
*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