*HEADING
 Test of REBAR, MAX1 in substructure
SUBSTRUCTURE GENERATION FILE psupreb5_gen1.inp SHOULD BE RUN FIRST.
**
*NODE
*ELEMENT,TYPE=Z1,ELSET=SUPER, FILE=psupreb5_gen1
*SUBSTRUCTURE PROPERTY,ELSET=SUPER
*STEP
 Axial pulling
*STATIC
*SLOAD
SUPER,CLOAD,1.0
*BOUNDARY
 1, 1, 2
*OUTPUT,FIELD,VAR=PRESELECT
*SUBSTRUCTURE PATH,ENTER ELEMENT=1
*OUTPUT,FIELD,FREQ=1
*ELEMENT OUTPUT,REBAR
 S,E
*EL PRINT,REBAR,FREQ=1
 S,E,RBFOR,RBANG,RBROT
*EL FILE,REBAR,FREQ=1
 S,E,RBFOR,RBANG,RBROT
*EL PRINT,ELSET=MEMB,FREQ=1
 S,E
 STH,
*EL FILE,ELSET=MEMB,FREQ=1
 S,E
 STH,
*NODE PRINT,FREQ=1
 U,CF,RF
*NODE FILE,FREQ=1
 U,CF,RF
*SUBSTRUCTURE PATH,LEAVE
*MONITOR,NODE=6,DOF=2,FRE=1
**
*END STEP