*HEADING
 Transfer from Standard to Standard : Test for S4R element - composite
 - 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
*ELEMENT, TYPE=S4R, ELSET=SHELL
 10, 1,2,4,3
*SHELL SECTION, ELSET=SHELL,COMPOSITE, ORIENTATION=SECOR,
CONTROLS=HGC
 0.002, , STEL1, ORI1
 0.002, , STEL1, ORI2
 0.002, , STEL1, ORI3
*SECTION CONTROLS,NAME=HGC,HOURGLASS=ENHANCED
*MATERIAL,NAME=STEL1
*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, 
*ORIENTATION,NAME=SECOR
1.0,1.0,0,-1.0,1.0,0
3,0.0
*ORIENTATION, NAME=ORI1
1.0,1.0,0,-1.0,1.0,0
3,15.0
*ORIENTATION, NAME=ORI2
1.0,1.0,0,-1.0,1.0,0
3,30.0
*ORIENTATION, NAME=ORI3
1.0,1.0,0,-1.0,1.0,0
3,45.0
*BOUNDARY
 ALL, 3, 6
 1, 1,2
 2, 1,2
 3, 2,2
 4, 2,2
*RESTART,WRITE
**
*FILE FORMAT, ZERO INCREMENT
*STEP,NLGEOM,INC=100
*DYNAMIC
0.01,0.1
*BOUNDARY, TYPE=VELOCITY
 3, 1, 1, 2.
 4, 1, 1, 2.
*OUTPUT,FIELD,VAR=PRESELECT,FREQ=1
*OUTPUT,HISTORY,VAR=PRESELECT,FREQ=1
*END STEP
*STEP
*STATIC
0.1,1.0
*BOUNDARY, OP=MOD
 3, 1, 1, 0.3
 4, 1, 1, 0.3
*EL FILE,DIRECTIONS=YES
S,LE
SE,
SF,
STH,
*NODE FILE
U
*END STEP