*HEADING
 Test of REBAR with angular spacing and lift equation in element S4R
 Restart from esa2srrr
*SYMMETRIC MODEL GENERATION,REVOLVE,ELEM=100,NODE=100
*NSET,NSET=SECT,GEN
*ELSET,ELSET=SECT,GEN
*TRANSFORM,NSET=ALL,TYPE=C
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*STEP,NLGEOM,INC=100
 Radial pulling
*STATIC
*BOUNDARY
 INSIDE, 1, 3
 OUTSIDE,1, ,1.0E-4
*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