*HEADING
 Transfer from Explicit to Standard
 - TEST FOR SHELL GENERAL SECTION
 - COMPOSITE parameter included
 - Explicit analysis
 - loading in shear
 - with orientation
*NODE,NSET=ALL
 1,
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
*NSET,NSET=SIDE
 3,4
*ELEMENT, TYPE=S4R, ELSET=SHELL
 10, 1,2,4,3
*NODAL THICKNESS
1, 0.006
2, 0.006
3, 0.006
4, 0.006
*SHELL GENERAL SECTION, ELSET=SHELL,COMPOSITE, ORIENTATION=SECOR,
NODAL THICK, POISSON=0.,CONTROLS=HGC
 0.002, , STEL1 , -15.0
 0.002, , STEL1 , -30.0
 0.002, , STEL1 , -45.0
*SECTION CONTROLS,NAME=HGC,HOURGLASS=ENHANCED,SECOND ORDER ACCURACY=NO
*MATERIAL,NAME=STEL1
*ELASTIC, TYPE=ENGINEERING CONSTANTS
2.0E11, 1.0E11, 1.0E11, 0.3,0.23,0.34, 7.69E10, 7.6910
9.0E9
*DENSITY
7850.0
*ORIENTATION,NAME=SECOR
1.0,0.0,0,0.0,1.0,0
3,0.0
*BOUNDARY
 ALL, 3, 6
 1, 1,2
 2, 1,2
 3, 2,2
 4, 2,2
*RESTART,TIMEMARKS=NO,NUM=2,WRITE
**
*ELSET,ELSET=QA_TEST_All_ELSETS_AUTO
SHELL, SHELL,
*NSET,NSET=QA_TEST_All_NSETS_AUTO
ALL, SIDE,
*STEP
*DYNAMIC,EXPLICIT
 , 0.1
*BOUNDARY, TYPE=VELOCITY
 3, 1, 1, 1.
 4, 1, 1, 1.
***OUTPUT,HISTORY,TIME INTERVAL=0.0
***NODE OUTPUT,NSET=SIDE
**U,V,A
***ELEMENT OUTPUT,ELSET=SHELL
**S,
***ENERGY OUTPUT
**ALLKE,ALLSE,ALLWK,ALLIE,ETOTAL
*FILE OUTPUT,TIMEMARKS=YES, NUM=1
*EL FILE
SF
SE
STH
*NODE FILE
 U,
*OUTPUT,FIELD,VARIABLE=PRESELECT,NUMBER INTERVAL=4,OP=NEW
*OUTPUT,HISTORY,VARIABLE=PRESELECT,TIME INTERVAL=0.025,OP=NEW
*OUTPUT, FIELD,TIMEMARKS=YES, NUM=1
*ELEMENT OUTPUT,ELSET=QA_TEST_All_ELSETS_AUTO
SF
SE
STH
*NODE OUTPUT,NSET=QA_TEST_All_NSETS_AUTO
 U,
*END STEP