*HEADING
 Test of triangular and prism elements in a tensile test
*NODE
201,1002.,0.
202,1003.,0.
203,1002.5,.5
204,1003.,1.
205,1002.,1.
*NSET,NSET=BOTTOM
201,202
*NSET,NSET=SIDE
201,205
*NSET, NSET=NOUT
205, 
*ELEMENT,TYPE=CPE3 
201,201,202,203
202,202,204,203
203,203,204,205
204,201,203,205
*ELSET,ELSET=SOLID
201,202,203,204
*SOLID SECTION,ELSET=SOLID,MATERIAL=MAT
1., 
*MATERIAL,NAME=MAT
*DENSITY
1., 
*ELASTIC
1.,0.
*BOUNDARY
BOTTOM,2,2
SIDE,1,1
*AMPLITUDE,NAME=RAMP
0.,0.,100.,1.,200.,1.
*RESTART,WRITE,NUMBER INTERVAL=2, TIMEMARKS=NO
*NSET,NSET=LOADS1
204,205
*ELSET,ELSET=QA_TEST_All_ELSETS_AUTO
SOLID, SOLID,
*NSET,NSET=QA_TEST_All_NSETS_AUTO
BOTTOM, SIDE, NOUT, LOADS1,
*STEP
*DYNAMIC,EXPLICIT
,200.
*CLOAD,AMP=RAMP
LOADS1,2,.004975
***OUTPUT,HISTORY,TIME INTERVAL=.2
***ENERGY OUTPUT
**ALLKE,ALLIE,ALLSE,ALLAE,ALLVD,ALLWK,ETOTAL,DT
***NODE OUTPUT,NSET=NOUT
**U,
*FILE OUTPUT,NUMBER INTERVAL = 1, TIMEMARKS=YES
*EL FILE
S,LE,
*NODE FILE
U,
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=4,OP=NEW
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIME INTERVAL=50,OP=NEW
*OUTPUT, FIELD,NUMBER INTERVAL = 1, TIMEMARKS=YES
*ELEMENT OUTPUT,ELSET=QA_TEST_All_ELSETS_AUTO
S,LE,
*NODE OUTPUT,NSET=QA_TEST_All_NSETS_AUTO
U,
*END STEP