*HEADING
 Transfer from Standard to Explicit: Test for CPE4R element 
 - Standard analysis
 - loading in shear
 - with orientation
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
*NSET,NSET=SIDE
 3,4
*DISTRIBUTION TABLE,NAME=DISTTABLEORI
 COORD3D, COORD3D
*DISTRIBUTION,NAME=DIST_ORI,LOCATION=ELEMENT,TABLE=DISTTABLEORI
     , 1.0,0.0,0.0,  0.0,1.0,0.0
SHELL, 1.0,1.0,0.0, -1.0,1.0,0.0
*ORIENTATION,NAME=ORIE
 DIST_ORI
*ELEMENT, TYPE=CPE4R, ELSET=SHELL
 10, 1,2,4,3
*SOLID SECTION, ELSET=SHELL, MATERIAL=STEEL,ORIENTATION=ORIE,
CONTROLS=HGC
*SECTION CONTROLS,NAME=HGC,HOURGLASS=ENHANCED,SECOND ORDER ACCURACY=NO
*MATERIAL,NAME=STEEL
*ELASTIC, TYPE=ENGINEERING CONSTANTS
2.0E11, 1.0E11, 1.0E11, 0.3,0.23,0.34, 7.69E10, 7.69E10
9.0E9, 
*DENSITY
7850.0, 
*BOUNDARY
 1, 1,2
 2, 1,2
 3, 2,2
 4, 2,2
*RESTART,WRITE
**
**
*ELSET,ELSET=QA_TEST_ALLELEMS
SHELL,
**
*NSET, NSET=QA_TEST_ALLNODES
ALL, SIDE
**
*STEP,NLGEOM,INC=50
*STATIC
 0.1, 1.
*BOUNDARY, TYPE=VELOCITY
 3, 1, 1, 0.2
 4, 1, 1, 0.2
*PRINT,FREQ=1
*EL PRINT,FREQ=1
 S,
 E,
 PEEQ,
*ENERGY PRINT, FREQ=1 
 ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*NODE PRINT,FREQ=1
 U,
 COORD,
 RF,
*EL FILE, DIRECTIONS=YES
 S,E
*NODE FILE
 U, 
*OUTPUT,FIELD,VARIABLE=PRESELECT,FREQUENCY=9999
*OUTPUT,FIELD
*ELEMENT OUTPUT
 S,E
*OUTPUT,HISTORY
*ELEMENT OUTPUT, ELSET=QA_TEST_ALLELEMS
 S,E
*OUTPUT,FIELD
*NODE OUTPUT
 U, 
*OUTPUT,HISTORY
*NODE OUTPUT, NSET=QA_TEST_ALLNODES
 U, 
*END STEP