*HEADING
 : STRESS & SECT. FORCE FOR COMP. SHELLS W/ TRANSV SHEAR  [S8R]
*RESTART,WRITE
*NODE
 1,  0., 0.
 3,  0., 1.
21, 10., 0.
23, 10., 1.
*NGEN,NSET=NALL
 1,3
 21,23
 1,21,10
 3,23,10
*NSET,NSET=SIDE1
 1,11,21
*NSET,NSET=SIDE2
 21,22,23
*NSET,NSET=SIDE3
 3,13,23
*NSET,NSET=SIDE4
 1,2,3
*ELEMENT,TYPE=S8R,ELSET=EL
 1, 1,21,23,3, 11,22,13,2
*SHELL SECTION,COMPOSITE,ELSET=EL
 .5, 3, LAMINA, ZERO
 .5, 3, LAMINA, PL90
 .5, 3, LAMINA, ZERO
*MATERIAL,NAME=LAMINA
*ELASTIC,TYPE=LAMINA
 25.E6, 1.E6, .25, 0.5E6, 0.5E6, 0.2E6
*DENSITY
 1.E-3, 
*ORIENTATION,NAME=ZERO
 1,0,0, 0,1,0
 3, 0.
*ORIENTATION,NAME=PL90
 1,0,0, 0,1,0
 3, 90.
********************************************************************************
*STEP,PERT
** UNIAXIAL TENSION - 11
*STATIC
*BOUNDARY
 SIDE4,1,6
 SIDE1,2,6
 SIDE3,2,6
 SIDE2,2,6
*CLOAD
 21,1, 3333.33
 22,1,13333.33
 23,1, 3333.33
*EL PRINT
 1,2,3,4,5,6,7,8,9
 S, 
 TSHR, 
 E, 
*EL PRINT
 SF, 
 SE, 
*OUTPUT,FIELD
*ELEMENT OUTPUT
1,2,3,4,5,6,7,8,9
S,
TSHR,
E,
*OUTPUT,FIELD
*ELEMENT OUTPUT
SF,
SE,
*END STEP
********************************************************************************
*STEP,PERT
** TRANSVERSE SHEAR - 13
*STATIC
*BOUNDARY
 SIDE4,1,6
 SIDE1,1,2
 SIDE1,4,6
 SIDE3,1,2
 SIDE3,4,6
 SIDE2,1,2
 SIDE2,4,6
*CLOAD
 21,3, 3333.33
 22,3,13333.33
 23,3, 3333.33
*END STEP
********************************************************************************
*STEP,PERT
** MOMENT - 22
*STATIC
*BOUNDARY
 SIDE4,1,6
 SIDE1,1,2
 SIDE1,4
 SIDE1,6
 SIDE3,1,2
 SIDE3,4
 SIDE3,6
 SIDE2,1,2
 SIDE2,4
 SIDE2,6
*CLOAD
 21,5, 3333.33
 22,5,13333.33
 23,5, 3333.33
*END STEP