*HEADING
: Cantilevered plate [S3R]
GAUSS INTEGRATION WITH 6 SECTION POINTS
*PREPRINT,ECHO=YES,HISTORY=NO,MODEL=NO
*NODE
1,
5,0.,3.
31,10.,
35,10.,3.
*NGEN,NSET=NL
1,5,1
*NGEN,NSET=NR
31,35,1
*NFILL,NSET=NALL
NL,NR,6,5
*NSET,NSET=DRIVE
        16,        17,        18,        19,        20,        21,        22,        23,        24,        25,
*ELEMENT,TYPE=S3R,ELSET=EALL
1,1,6,7
13,1,7,2
25,3,8,4
37,4,8,9
*ELGEN,ELSET=EALL
1,2,1,1,6,5,2
13,2,1,1,6,5,2
25,2,1,1,6,5,2
37,2,1,1,6,5,2
*ELSET,ELSET=E1
1,2,13,14,25,26,37,38,
*ELSET,ELSET=SUBSET
7,8,19,20,31,32,43,44
*SHELL SECTION,ELSET=EALL,MATERIAL=MAT1, SECTION=GAUSS
0.001, 6
*MATERIAL,NAME=MAT1
*ELASTIC
1.E6,0.3
*DENSITY
10., 
*BOUNDARY
NL,1,6
*FILE FORMAT,ASCII
*STEP,PERTURBATION
*STATIC
*DLOAD
EALL,BX,1000.
*EL FILE,POS=AVERAGED,ELSET=E1
S,E,
SF,
SSAVG,
*EL PRINT
SF,
SSAVG,
*NODE FILE
U,
*NODE PRINT,NSET=NR,SUMM=NO
U,
*END STEP
*STEP,PERTURBATION
*STATIC
*DLOAD
EALL,BX,-1000.
EALL,P,1.E-7
*EL FILE,POS=NODES,ELSET=E1
S,E,
SF,
SSAVG,
*EL PRINT
SF,
SSAVG,
*NODE FILE,NSET=DRIVE
U,
*NODE PRINT,NSET=NR,SUMM=NO
U,
*END STEP