*HEADING
CANTILEVER WITH CONTINUUM ELEMENTS--END SHEAR, C3D8R, 8 X 16 MESH 
EXPLICIT ANALYSIS WITH ENHANCED HOURGLASS CONTROL  
*PREPRINT,MODEL=YES,ECHO=NO,HISTORY=YES
*NODE
1,0.,0.,0.
17,6.,0.,0.
1001,0.,0.,-1
1017,6.,0.,-1
801,0.,0.2,0.
817,6.,0.2,0.
1801,0.,0.2,-1
1817,6.,0.2,-1
*NGEN,NSET=FIX1
  1,801,100
*NGEN,NSET=FIX2
1001,1801,100
*NGEN,NSET=FREE1
17,817,100
*NGEN,NSET=FREE2
1017,1817,100
*NFILL,NSET=MIDDLE
FIX1,FREE1,16
FIX2,FREE2,16
*NSET,NSET=SL1
17,817,1017,1817
*NSET,NSET=SL2
117,217,317,417,517,617,717,1117,1217,1317,1417,1517,1617,1717
*NSET,NSET=QA_TEST_ALLNODES
FIX1,FIX2,FREE1,FREE2,MIDDLE
*ELEMENT,TYPE=C3D8R,ELSET=EALL
1, 1,2,1002,1001,101,102,1102,1101
*ELGEN,ELSET=EALL
1,16,1,1,8,100,100
*MATERIAL,NAME=STEEL
*ELASTIC
1E8,0.
*DENSITY
0.25
*SOLID SECTION,MATERIAL=STEEL,ELSET=EALL,CONTROLS=HGLASS
*SECTION CONTROLS,NAME=HGLASS,HOURGLASS=ENHANCED
*AMPLITUDE,NAME=LOAD,DEFINITION=SMOOTH
0.0,0.0,0.1,1.0
*STEP
*DYNAMIC,EXPLICIT
,0.2
*BULK VISCOSITY
0.0,0.0
*BOUNDARY,TYPE=DISPLACEMENT
FIX1,1,3
FIX2,1,3
*CLOAD,AMPLITUDE=LOAD
SL1,2,-3.125
SL2,2,-6.25
*OUTPUT,FIELD,NUMBER INTERVAL=3
*ELEMENT OUTPUT
S,E
*NODE OUTPUT
U
*OUTPUT,HISTORY,TIME INTERVAL=20e-4
*NODE OUTPUT,NSET=FIX1
RF2
*NODE OUTPUT,NSET=FIX2
RF2
*NODE OUTPUT,NSET=FREE1
U2
*ENERGY OUTPUT
ALLAE,ALLCD,ALLKE,ALLIE,ALLWK,ETOTAL,ALLSE
**********************************
** OUTPUT FOR ABAQUS QA PURPOSES
**********************************
*OUTPUT, FIELD, NUMBER INTERVAL=4, TIMEMARKS=YES
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
U,
*FILE OUTPUT,NUMBER INTERVAL=4,TIMEMARKS=YES
*NODE FILE,NSET=QA_TEST_ALLNODES
U
*END STEP