*HEADING
: REF. SOLUTION FOR VERIFICATION OF BEAM SECTION TYPES: L-Section
*NODE
1, 0., 3.95, 0.
401, 0., 0., 0.
501, 0., 0., -.9875
801, 0., 0., -3.95
11, 75, 3.95, 0.
411, 75., 0., 0.
511, 75., 0., -.9875
811, 75., 0., -3.95
*NGEN,NSET=EDGE1
1,401,100
*NGEN,NSET=EDGE3
11,411,100
*NFILL
EDGE1,EDGE3,10,1
*NGEN,NSET=EDGE2
501,801,100
*NGEN,NSET=EDGE4
511,811,100
*NFILL
EDGE2,EDGE4,10,1
*ELEMENT,TYPE=S8R
 1, 1, 201, 203, 3, 101, 202, 103, 2
 3, 401, 601, 603, 403, 501, 602, 503, 402
*ELGEN,ELSET=L1
 1, 5, 2, 10, 2, 200, 1
*ELGEN,ELSET=L2
 3, 5, 2, 10, 2, 200, 1
*MATERIAL,NAME=A1
*ELASTIC
 3.E6, 0.3
*BOUNDARY
401, 1, 6
1,1,6
101,1,6
201,1,6
301,1,6
501,1,6
601,1,6
701,1,6
801,1,6
*SHELL SECTION,ELSET=L1,MATERIAL=A1
.1, 
*SHELL SECTION,ELSET=L2,MATERIAL=A1
.1, 
*STEP,PERTURBATION
*STATIC
*CLOAD
411,2,25.
*EL PRINT
SF,
*OUTPUT,FIELD
*NODE OUTPUT
U,COORD
*NODE PRINT
U,COORD
*END STEP
*STEP,PERTURBATION
*STATIC
*CLOAD
411,4,25.
*END STEP