*HEADING
: 2-POINT BENDING OF A PIPE DUE TO SELF WEIGHT  [CAXA8P2]
*NODE
  1,.0762,0.
101,.0889,0.
  5,.0762,.254
105,.0889,.254
 15,.0762,1.143
115,.0889,1.143
*NGEN,NSET=PLANE1
1,101,50
5,105,50
15,115,50
1,5
101,105
5,15
51,55
55,65
105,115
*NSET,NSET=BOT,GEN
 1,101,50
1201,1301,50
2401,2501,50
*NSET,NSET=TOP,GEN
 15,115,50
1215,1315,50
2415,2515,50
*ELEMENT,TYPE=CAXA8P2,OFFSET=1200, ELSET=EALL
 1,1,101,103,3,51,102,53,2
*ELGEN,ELSET=EALL
 1,7,2,1
*SOLID SECTION,MATERIAL=MAT, ELSET=EALL
*MATERIAL,NAME=MAT
*ELASTIC
 2.0684E11,0.3
*PERMEABILITY,SPECIFIC=1.0
1.E-15, 
*INITIAL CONDITIONS,TYPE=RATIO
NALL,1.
*NSET,NSET=NALL,GEN
1,115
1201,1315
2401,2515
*ELSET,ELSET=EPRINT
1, 
*NSET,NSET=NPRINT
TOP,BOT,105
*BOUNDARY
 BOT,2
 105,1
*STEP,PERTURBATION
*STATIC
*DLOAD
 EALL,BX,.15E6
*EL PRINT,ELSET=EPRINT,POSITION=AVERAGED AT NODES,FREQ=0
S,
E, 
*NODE PRINT,NSET=NPRINT
U,RF
*NODE FILE,NSET=NPRINT
U,RF
*OUTPUT,FIELD
*NODE OUTPUT,NSET=NPRINT
U,RF
*END STEP