*HEADING
 Linear Kinematics Element Test - B31
*NODE,NSET=NOUT
1,0.0,0.0
2,1.0,0.0
3,0.0,0.25
4,1.0,0.25
5,0.0,0.50
6,1.0,0.50
7,0.0,0.75
8,1.0,0.75
9,0.0,1.0
10,1.0,1.0
11,0.0,1.25
12,1.0,1.25
*NSET,NSET=QA_TEST
NOUT,
*ELEMENT,TYPE=B31,ELSET=BEAM
1,1,2
2,3,4
3,5,6
4,7,8
5,9,10
6,11,12
*BEAM SECTION, SECTION=RECT, ELSET=BEAM, MATERIAL=STEEL, POISSON=0.3
.1, .2
*MATERIAL, NAME=STEEL
*ELASTIC
1.0e05,0.3
*DENSITY
100.0, 
** history data
*STEP,NLGEOM=NO  
*DYNAMIC,EXPLICIT
,1.0
** apply boundary conditions
*BOUNDARY,TYPE=VELOCITY
** loading of first element (axial loading - dir 1)
1,2,6,0.0
1,1,1,1.0
2,2,6,0.0
2,1,1,-1.0
** loading of second element (loading - dir 2)
3,1,1,0.0
3,2,2,1.0
3,3,6,0.0
4,1,1,0.0
4,2,2,-1.0
4,3,6,0.0
** loading of third element (loading - dir 3)
5,1,2,0.0
5,3,3,1.0
5,4,6,0.0
6,1,2,0.0
6,3,3,-1.0
6,4,6,0.0
** loading of fourth element (twist - dir 4)
7,1,3,0.0
7,4,4,1.0
7,5,6,0.0
8,1,3,0.0
8,4,4,-1.0
8,5,6,0.0
** loading of fifth element (moment - dir 5)
9,1,4,0.0
9,5,5,1.0
9,6,6,0.0
10,1,4,0.0
10,5,5,-1.0
10,6,6,0.0
** loading of sixth element (moment - dir 6)
11,1,5,0.0
11,6,6,1.0
12,1,5,0.0
12,6,6,-1.0
*BULK VISCOSITY
0,0
*RESTART,WRITE,NUMBER=1
************
*FILE OUTPUT,NUMBER=1
*NODE FILE
U,
*EL FILE
ELEN,
S, 
SF, 
**
***********************
*OUTPUT, FIELD, NUMBER INTER=1
*NODE OUTPUT,NSET=QA_TEST
U,
*OUTPUT,HISTORY,TIME INTERVAL=1.0
*ENERGY OUTPUT,VAR=PRESELECT
***********************
***OUTPUT,HISTORY,TIME INTERVAL=0.001
***NODE OUTPUT,NSET=NOUT
**U,
**RF,
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLPD,ALLWK,ETOTAL,
**DT,
***ELEMENT OUTPUT,ELSET=BEAM
**S,
**LE,
*END STEP