*HEADING
 Test of REBAR with angular spacing and lift equantion in element SFMAX1
**
*PREPRINT,MODEL=YES
*RESTART,WRITE
*NODE,NSET=INSIDE
  1, 2., 0.
 11, 2., 1.
*NODE,NSET=OUTSIDE
  4, 5., 0.
 14, 5., 1.
*NGEN,NSET=ALL
  1,4
 11,14
**
*ELEMENT,TYPE=SFMAX1
 1,1,2
 11,11,12
*ELGEN,ELSET=ANGULAR
 1,1,,,3,1,1
*ELGEN,ELSET=LIFTEQN
 11,1,,,3,1,1
*SURFACE SECTION,ELSET=ANGULAR
*REBAR LAYER,GEOMETRY=ANGULAR
 RB30,0.005,0.31416,0,MAT2,0,1 
*SURFACE SECTION,ELSET=LIFTEQN
*REBAR LAYER,GEOMETRY=LIFT
 RB40,0.005,0.31416,0,MAT2,  45.0,1, 1.0,2.0
 RB41,0.005,0.31416,0,MAT2,-315.0,1, 1.0,2.0  
 RB42,0.005,0.31416,0,MAT2, 225.0,1, 1.0,2.0
 RB43,0.005,0.31416,0,MAT2,-135.0,1, 1.0,2.0 
 RB50,0.005,0.31416,0,MAT2, -45.0,1, 1.0,2.0 
 RB51,0.005,0.31416,0,MAT2, 315.0,1, 1.0,2.0 
 RB52,0.005,0.31416,0,MAT2,-225.0,1, 1.0,2.0 
 RB53,0.005,0.31416,0,MAT2, 135.0,1, 1.0,2.0 
*MATERIAL,NAME=MAT2
*ELASTIC
 1.E8,0.3
*DENSITY
0.1
**
*STEP,NLGEOM,INC=100
 Radial pulling
*STATIC
*BOUNDARY
 INSIDE, 1, 2
 OUTSIDE,1, ,1.0E-4
*EL PRINT,REBAR,FREQ=1
 S,E,RBFOR,RBANG,RBROT
*NODE PRINT
 U
*OUTPUT,FIELD,FREQ=1
*ELEMENT OUTPUT,REBAR
 S,RBFOR,RBANG,RBROT
*NODE OUTPUT
 U
*OUTPUT,HIST,FREQ=1
*ELEMENT OUTPUT,REBAR,ELSET=LIFTEQN
MASS,
*END STEP