*HEADING
:  AXISYMMETRIC HYBRID ELEMENTS [CAX8H] 
*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=CAX8H,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
*ELASTIC,TYPE=ISOTROPIC
30.0E6,0.3
*ELSET,ELSET=LOAD
10,11,12
*ELSET,ELSET=EL10
10, 
*NSET,NSET=N1
201,202,203,204,205,301,303,305,401,402,403,404,405
*NSET,NSET=N2
403,404,405,406,407,503,505,507,603,604,605,606,607
*BOUNDARY
NL,1,1
1,2
*STEP
*STATIC
.3,1.
*DLOAD,OP=NEW
LOAD, P2, -1000000.0
*NODE FILE, NSET=N1, FREQ=2
U,
COORD,
*NODE FILE, NSET=N2, FREQ=2
U,
*OUTPUT, FIELD, FREQ=2
*NODE OUTPUT, NSET=N1
U,
COORD,
*NODE OUTPUT, NSET=N2
U,
*ELEMENT OUTPUT, ELSET=EL10
S,
E,
*EL PRINT,ELSET=EL10,FREQ=2
 S, 
*NODE PRINT,NSET=N1,FREQ=2
 U, 
*NODE PRINT,NSET=N2,FREQ=2
 U, 
*END STEP