*HEADING
3D BEAM mixed LOAD - first analysis
*PREPRINT
*NODE,NSET=NALL
1, 0., 0.
2, 10., 0.
11, 0., 2.
12, 10., 2.
21, 0., 4.
22, 10., 4.
*ELEMENT,TYPE=B31,ELSET=EL
1,1,2
2,11,12
3,21,22
*BEAM SECTION, MATERIAL=ELASTIC,SECTION=RECT,ELSET=EL
1.,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, 
**
*RESTART,WRITE,NUMBER INTERVAL=2,TIMEMARKS=NO
*STEP, NLGEOM=YES
*dynamic, direct
 .01,0.05
*BOUNDARY, type = velocity
 1,1,6
 2,5,5, 1.
 2,1,4 
 2,6,6 
 11,1,6
 12,1,1, 1.
 12,2,6
 21,1,6
 22,4,4, .1
 22,1,3
 22,5,6
*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