*HEADING
 Linear Kinematics Element Test - S4R with *ORIENTATION
*NODE,NSET=NOUT
1,0.0,0.0
2,1.0,0.0
3,1.0,1.0
4,0.0,1.0
11,1.25,1.25
12,2.25,1.25
13,2.25,2.25
14,1.25,2.25
21,2.50,2.50
22,3.50,2.50
23,3.50,3.50
24,2.50,3.50
31,3.75,3.75
32,4.75,3.75
33,4.75,4.75
34,3.75,4.75
41,5.00,5.00
42,6.00,5.00
43,6.00,6.00
44,5.00,6.00
51,6.25,6.25
52,7.25,6.25
53,7.25,7.25
54,6.25,7.25
61,7.50,7.50
62,8.50,7.50
63,8.50,8.50
64,7.50,8.50
*NSET,NSET=QA_TEST
NOUT,
*ORIENTATION, NAME=MATAXES
1.0,0.,0.,0.,1.,0.
3,45.
*ELEMENT,TYPE=S4R,ELSET=ALL
1,1,2,3,4
11,11,12,13,14
21,21,22,23,24
31,31,32,33,34
41,41,42,43,44
51,51,52,53,54
61,61,62,63,64
*SHELL SECTION,ELSET=ALL,MATERIAL=STEEL,ORIENTATION=MATAXES
0.1, 
*MATERIAL, NAME=STEEL
*ELASTIC, TYPE=ENGINEERING CONSTANTS
1.0e05,2.0e05,3.0e05,0.1,0.2,0.3,0.1e05,0.2e05
0.3e05, 
*DENSITY
100.0, 
*AMPLITUDE,NAME=RAMP
0.,0.,1.0,1.0
** history data
*STEP, NLGEOM=NO  
*DYNAMIC,EXPLICIT
,1.0
** apply boundary conditions
*BOUNDARY,TYPE=VELOCITY
** loading of element 1 (axial deformation)
1,1,1,-1.0
1,2,6,0.0
2,1,1,1.0
2,2,6,0.0
3,1,1,1.0
3,2,6,0.0
4,1,1,-1.0
4,2,6,0.0
** loading of element 2 (bending about 1-axis)
11,1,3,0.0
11,4,4,-1.0
11,5,6,0.0
12,1,3,0.0
12,4,4,-1.0
12,5,6,0.0
13,1,3,0.0
13,4,4,1.0
13,5,6,0.0
14,1,3,0.0
14,4,4,1.0
14,5,6,0.0
** loading of element 3 (bending about 2-axis)
21,1,4,0.0
21,5,5,-1.0
21,6,6,0.0
22,1,4,0.0
22,5,5,1.0
22,6,6,0.0
23,1,4,0.0
23,5,5,1.0
23,6,6,0.0
24,1,4,0.0
24,5,5,-1.0
24,6,6,0.0
** loading of element 4 (inplane shear I)
31,1,1,0.0
31,2,2,-1.0
31,3,6,0.0
32,1,1,0.0
32,2,2,1.0
32,3,6,0.0
33,1,1,0.0
33,2,2,1.0
33,3,6,0.0
34,1,1,0.0
34,2,2,-1.0
34,3,6,0.0
** loading of element 5 (inplane shear II)
41,1,1,1.0
41,2,6,0.0
42,1,1,1.0
42,2,6,0.0
43,1,1,-1.0
43,2,6,0.0
44,1,1,-1.0
44,2,6,0.0
** loading of element 6 (tranverse shear I)
51,1,2,0.0
51,3,3,-1.0
51,4,6,0.0
52,1,2,0.0
52,3,3,1.0
52,4,6,0.0
53,1,2,0.0
53,3,3,1.0
53,4,6,0.0
54,1,2,0.0
54,3,3,-1.0
54,4,6,0.0
** loading of element 7 (tranverse shear II)
61,1,2,0.0
61,3,3,-1.0
61,4,6,0.0
62,1,2,0.0
62,3,3,-1.0
62,4,6,0.0
63,1,2,0.0
63,3,3,1.0
63,4,6,0.0
64,1,2,0.0
64,3,3,1.0
64,4,6,0.0
*BULK VISCOSITY
0,0
*RESTART,WRITE,NUMBER=1
*FILE OUTPUT,NUMBER=1
*NODE FILE
U,
*EL FILE
ELEN, 
S, 
E, 
***********************
*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=ALL
**S,
**LE,
*END STEP