*HEADING
2D BEAM with rebar mixed LOADED-first analysis
*PREPRINT
*NODE,NSET=NALL
1, 0., 0.
2, 5., 0.
3, 10, 0.
11, 0., 2.
12, 5., 2.
13, 10., 2.
*Nset,Nset=nb1
1,2,3
*Nset,Nset=na1
11,12,13
*ELEMENT,TYPE=B22,ELSET=EL
1,1,2,3
2,11,12,13
*BEAM SECTION, MATERIAL=ELASTIC,SECTION=RECT,ELSET=EL
1.,1.
*REBARLINE
Armadura1, .1, 0., 0.5, ELASTIC1 
Armadura2, .1, 0., -0.5, ELASTIC1 
*MATERIAL, NAME=ELASTIC
*ELASTIC,TYPE=ISOTROPIC
2.0E10,0.3
*DENSITY
7.8E3,
*MATERIAL, NAME=ELASTIC1
*ELASTIC,TYPE=ISOTROPIC
2.0E11,0.3
*DENSITY
7.8E3, 
**
*NSET, NSET=QA_TEST_ALLNODES
NALL, 
**
*STEP
*dynamic, explicit
 ,0.05
*BULK VISCOSITY
0., 
*BOUNDARY, type = velocity
 1,6,6, -0.5
 3,6,6, .5
 nb1,1,5
 11,1,1, -0.5
 13,1,1, .5
 na1,2,6
*OUTPUT, FIELD, NUMBER INTERVAL=5, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 RF, U
*Element Output, directions=YES,ALLSECTIONPTS
E, LE, NE, S,SF,SM
*OUTPUT,FIELD, NUMBER INTERVAL=5, TIMEMARKS=YES
*Element Output, elset=EL, rebar
LE, S, RBFOR
*OUTPUT,HISTORY,TIMEINT=0.01
*Element Output, elset=EL, rebar 
RBFOR
*END STEP