*HEADING
EB2ARXRT: REBAR IN TENSION  [B23]
*NODE
1, 
2,10.
*ELEMENT,TYPE=B23,ELSET=BEAM
1, 1,2
*BEAM SECTION,SECTION=RECT,MATERIAL=ELMAT, ELSET=BEAM
10.,10.
*MATERIAL,NAME=ELMAT
*ELASTIC
 1., 
*REBAR,ELEMENT=BEAM,MATERIAL=RBMAT1,NAME=REBAR1
BEAM,1.,-2.5,-2.5
*REBAR,ELEMENT=BEAM,MATERIAL=RBMAT2,NAME=REBAR2
BEAM,1.,2.5,2.5
*MATERIAL,NAME=RBMAT1
*ELASTIC
30.E6, 
*MATERIAL,NAME=RBMAT2
*ELASTIC
30.E6, 
*BOUNDARY
1,1,2
1,6
*STEP, PERTURBATION
*STATIC
*CLOAD
2,1,100000.
*EL PRINT,REBAR,FREQ=9999
 S,
 E,
*NODE PRINT
 U,RF,COORD
*END STEP
*STEP,NLGEOM
LARGE DISPLACEMENT ANALYSIS
*STATIC
 1.,1.
*CLOAD ,OP=NEW
2,1,100000.
*EL PRINT,REBAR,FREQ=9999
 S,
 E,
*NODE PRINT
 U,RF,COORD
*END STEP