*HEADING
: REFERENCE SOLUTION FOR SIMPLE LOAD TEST OF AXISYMM. SOLIDS  [CAXA84]
*PREPRINT,ECHO=YES,HISTORY=YES,MODEL=YES
*NODE
 1, 1000.0, 0.0
 2, 1002.0, 0.0
 3, 1002.0, 1.0
 4, 1000.0, 1.0
 5, 1001.0, 0.0
 6, 1002.0, 0.5
 7, 1001.0, 1.0
 8, 1000.0, 0.5
*ELEMENT,TYPE=CAXA84,OFFSET=100, ELSET=EALL
 1, 1,2,3,4,5,6,7,8
*SOLID SECTION,MATERIAL=A1, ELSET=EALL
*MATERIAL,NAME=A1
*ELASTIC,TYPE=ISOTROPIC
 30.0E6,0.3
*EQUATION
2, 
401,1,1., 301,1,-1.
2, 
301,1,1., 201,1,-1.
2, 
201,1,1., 101,1,-1.
2, 
101,1,1.,   1,1,-1.
*BOUNDARY
 1,2
 2,2
 101,2
 102,2
 201,2
 202,2
 301,2
 302,2
 401,2
 402,2
*NSET, NSET=NALL, GEN
1, 500
*STEP
*STATIC
*DLOAD,OP=NEW
 1, P1, 1000.0
 1, P2, 1000.0
 1, P3, 1000.0
 1, P4, 1000.0
*EL FILE
 S,
 COORD,
 E,
 LOADS,
*ENERGY FILE
*NODE FILE
 U,COORD
*NODE PRINT
 U,COORD
*EL PRINT
 S,
 COORD,
 E,
 LOADS,
*OUTPUT, FIELD, FREQ=1
*ELEMENT OUTPUT, ELSET=EALL
S
E
COORD
LOADS
*NODE OUTPUT, NSET=NALL
U
*END STEP
*STEP
*STATIC
*DLOAD,OP=MOD
1,HP2,1000.,1.0,0.0
1,HP4,1000.,1.0,0.0
*END STEP