*HEADING
: 2-POINT BENDING OF A PIPE DUE TO SELF WEIGHT  [CAXA4R2]
*NODE
  1,.0762,0.
201,.0889,0.
  9,.0762,.254
209,.0889,.254
 29,.0762,1.143
229,.0889,1.143
*NGEN,NSET=PLANE1
1,201,50
9,209,50
29,229,50
1,9
9,29
51,59
59,79
101,109
109,129
151,159
159,179
201,209
209,229
*NSET,NSET=BOT,GEN
 1,201,50
1201,1401,50
2401,2601,50
*NSET,NSET=TOP,GEN
 29,229,50
1229,1429,50
2429,2629,50
*ELEMENT,TYPE=CAXA4R2,OFFSET=1200, ELSET=EALL
 1,1,51,52,2
 2,51,101,102,52
 3,101,151,152,102
 4,151,201,202,152
*ELGEN,ELSET=EALL
 1,28,1,4
 2,28,1,4
 3,28,1,4
 4,28,1,4
*SOLID SECTION,MATERIAL=MAT, ELSET=EALL
*MATERIAL,NAME=MAT
*ELASTIC
 2.0684E11,0.3
*ELSET,ELSET=EPRINT
1, 
*NSET,NSET=NALL,G
1,229
1201,1429
2401,2629
*NSET,NSET=NPRINT
TOP,BOT,209
*BOUNDARY
 BOT,2
 209,1
*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 PRINT,NSET=NALL
U,RF
*NODE FILE,NSET=NPRINT
U,RF
*OUTPUT,FIELD
*NODE OUTPUT,NSET=NPRINT
U,RF
*END STEP