*HEADING
 Test of REBAR, MAX1 in substructure                               
SUBSTRUCTURE GENERATION FILE psupreb10_gen1.inp SHOULD BE RUN FIRST.
**
*NODE
 1, 2., 0.
 6, 2., 5.
*ELEMENT,TYPE=Z1,ELSET=SUPER, FILE=psupreb10_gen1
1,1,6
*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
*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