*HEADING
:  AXISYMMETRIC REDUCED INTEGRATION ELEMENTS [CAX8R] 
*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
*ELEMENT,TYPE=CAX8R,ELSET=EALL
1,1,201,203,3,101,202,103,2
*ELGEN,ELSET=EALL
1,3,2,1,4,200,3
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
1., 
*MATERIAL,NAME=A1
*DENSITY
1, 
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*ELSET,ELSET=LOAD
10,11,12
*ELSET,ELSET=EL10
10, 
*NSET,NSET=N1
201,202,203,204,205,206,207,301,303,305,307,
401,402,403,404,405,406,407
*BOUNDARY
NL,1,1
1,2
*STEP
*STATIC
1.,1.
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*EL FILE,ELSET=EL10
 S, 
*OUTPUT,FIELD
*ELEMENT OUTPUT,position=nodes
S,
*ELEMENT OUTPUT
S,
*NODE FILE,NSET=N1
 U,COORD
*OUTPUT,FIELD
*NODE OUTPUT,NSET=N1
U,COORD
*EL PRINT,ELSET=EL10
 S,COORD
*NODE PRINT,NSET=N1
 U, 
*END STEP
*STEP,PERT
*STEADY STATE DYNAMICS,DIRECT
10,30,3
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*EL FILE,ELSET=EL10
 S, 
*OUTPUT,FIELD
*ELEMENT OUTPUT,position=nodes
S,
*ELEMENT OUTPUT
S,
*NODE FILE,NSET=N1
 U,
 PU, 
*OUTPUT,FIELD
*NODE OUTPUT,NSET=N1
U,
*EL PRINT,ELSET=EL10
 S, 
*NODE PRINT,NSET=N1
 U,
 PU, 
*END STEP