*HEADING
3D BOX-BEAM with rebar mixed LOAD 
*PREPRINT
*NODE,NSET=NALL
1, 0., 0.
2, 5., 0.
3, 10., 0.
11, 0., 2.
12, 5., 2.
13, 10., 2.
21, 0., 4.
22, 5., 4.
23, 10., 4.
*Nset,Nset=nb1
1,2,3
*Nset,Nset=na1
11,12,13
*Nset,Nset=nt1
21,22,23
*ELEMENT,TYPE=B32,ELSET=EL
1,1,2,3
2,11,12,13
3,21,22,23
*BEAM SECTION, MATERIAL=ELASTIC,SECTION=BOX,ELSET=EL
1.0,1.0,0.2,0.2,0.1,0.1
*REBARLINE
Armadura1, .1, 0.5, 0., ELASTIC2 
Armadura2, .1, -0.5, 0., ELASTIC2 
Armadura3, .1, 0., 0.5, ELASTIC2 
Armadura4, .1, 0., -0.5, ELASTIC2 
*MATERIAL, NAME=ELASTIC
*ELASTIC,TYPE=ISOTROPIC
2.0E10,0.3
*DENSITY
7.8E3,
*MATERIAL, NAME=ELASTIC2
*ELASTIC,TYPE=ISOTROPIC
2.0E11,0.3
*DENSITY
7.8E3, 
**
*NSET, NSET=QA_TEST_ALLNODES
NALL, 
**
*STEP
*dynamic, explicit
 ,0.1
*bulk viscosity
0., 0.
*BOUNDARY, type = velocity
 1,5,5, -0.5
 3,5,5, .5
 nb1,1,4
 nb1,6,6
 11,1,1, -0.5
 13,1,1, .5
 na1,2,6
 21,4,4, -0.05
 23,4,4, .05
 nt1,1,3
 nt1,5,6
*OUTPUT, FIELD, NUMBER INTERVAL=4, 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=4, TIMEMARKS=YES
*Element Output, elset=EL, rebar
LE, S, RBFOR
*OUTPUT,HISTORY,TIMEINT=0.01
*Element Output, elset=EL, rebar 
RBFOR
*END STEP