*HEADING
 Test of REBAR with angular spacing and lift equation in element SFM3D4R
 Restart from ex34srrr
*PREPRINT,MODEL=YES
*SYMMETRIC MODEL GENERATION,REF=LINE,ELEM=10000,NODE=10000
 0.0, -1.0, 0.0,   1.0, -1.0, 0.0
*TRANSFORM,NSET=ALL,TYPE=C
 0.0, 0.0, 0.0,   0.0, 1.0, 0.0
***************************
*STEP,NLGEOM,INC=100
 Radial pulling
*STATIC
*BOUNDARY
 INSIDE, 1, 3
 OUTSIDE,1, ,1.0E-4
 ALL,2,3
*EL PRINT,REBAR,ELSET=SECT
 S,E,RBFOR,RBANG,RBROT
*NODE PRINT,NSET=SECT
 U
*OUTPUT,FIELD,FREQ=1
*ELEMENT OUTPUT,REBAR,ELSET=SECT
 S,RBFOR,RBANG,RBROT
*NODE OUTPUT,NSET=SECT
 U
*END STEP