*HEADING
 Linear Kinematics Element Test - PIPE21
*NODE,NSET=NOUT
1,0.0,0.0
2,1.0,0.0
11,2.0,0.25
12,3.0,0.25
21,4.0,0.50
22,5.0,0.50
*ELEMENT,TYPE=PIPE21,ELSET=PIPE
1,1,2
11,11,12
21,21,22
*BEAM SECTION, SECTION=PIPE, ELSET=PIPE, MATERIAL=STEEL, POISSON=0.3
.1, .01
*MATERIAL, NAME=STEEL
*ELASTIC
1.0e05,0.3
*DENSITY
100.0, 
** history data
*ELSET,ELSET=QA_TEST_All_ELSETS_AUTO
PIPE, PIPE,
*NSET,NSET=QA_TEST_All_NSETS_AUTO
NOUT,
*STEP,NLGEOM=NO 
*DYNAMIC,EXPLICIT
,1.0
** apply boundary conditions
*BOUNDARY,TYPE=VELOCITY
** first element loading (moment)
1,1,2,0.0
1,6,6,1.0
2,1,2,0.0
2,6,6,-1.0
** second element loading (axial load)
11,1,1,-1.0
11,2,2,0.0
11,6,6,0.0
12,1,1,1.0
12,2,2,0.0
12,6,6,0.0
** third element loading (shear load)
21,1,1,0.0
21,2,2,1.0
21,6,6,0.0
22,1,1,0.0
22,2,2,-1.0
22,6,6,0.0
*BULK VISCOSITY
0,0
*RESTART,WRITE,NUMBER=1
*FILE OUTPUT,NUMBER=1
*NODE FILE
U,
*EL FILE
ELEN,
S, 
SF,
***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=PIPE
**S,
**LE,
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=4,OP=NEW
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIME INTERVAL=0.25,OP=NEW
*OUTPUT, FIELD,NUMBER=1
*NODE OUTPUT,NSET=QA_TEST_All_NSETS_AUTO
U,
*ELEMENT OUTPUT,ELSET=QA_TEST_All_ELSETS_AUTO,ALLSECTIONPTS
ELEN,
S, 
SF,
*END STEP