*HEADING
 Transfer from Standard to Standard :
Test for S4R element with SHELL GENERAL SECTION
 - MATERIAL parameter is used
 - loading in shear
*RESTART,WRITE
*NODE,NSET=ALL
 1, 0., 0.
 2, 2., 0.
 3, 0., 2.
 4, 2., 2.
*NSET,NSET=SIDE
 3,4
*NODAL THICKNESS
1, 0.002
2, 0.002
3, 0.002
4, 0.002
*ELEMENT, TYPE=S4R, ELSET=SHELL
 10, 1,2,4,3
*SHELL GENERAL SECTION, ELSET=SHELL, POISSON=0., MATERIAL=STEL1,
ORIENTATION=SECOR, NODAL THICKNESS,CONTROLS=HGC

*SECTION CONTROLS,NAME=HGC,HOURGLASS=ENHANCED
*ORIENTATION, NAME=SECOR
1.0,1.0,0.0, -1.0,1.0,0.0
3, 0.0
*MATERIAL, NAME=STEL1
*ELASTIC
200.0E9, 0.3
*DENSITY
7850.0, 
**
*STEP,NLGEOM
*STATIC
0.1,1.0
*BOUNDARY
 ALL, 3, 5
 1, 1,2
 2, 1,2
 3, 2,2
 4, 2,2
*BOUNDARY
 3, 1, 1, 1.
 4, 1, 1, 1.
*EL FILE, DIRECTIONS=YES
S,
EE,
SF,
SE,
PE,
STH,
*NODE FILE
COORD,
*OUTPUT,FIELD,VARIABLE=PRESELECT
*ELEMENT OUTPUT
S, 
EE,
SF,
SE,
PE,
STH,
*NODE OUTPUT
COORD
*END STEP