*HEADING
: REF. SOLUTION FOR VERIFICATION OF BEAM SECTION TYPES: T-Section
*NODE
1, 0., -1.9, -1.
11, 75., -1.9, -1.
801, 0., -1.9, 1.
811, 75., -1.9, 1.
*NGEN,NSET=EDGE1
1,801,100
*NGEN,NSET=EDGE3
11,811,100
*NFILL
EDGE1,EDGE3,10,1
*NODE
2401, 0., 0., 0.
2411, 75., 0., 0.
*NGEN,NSET=EDGE2
401,2401,500
*NGEN,NSET=EDGE4
411,2411,500
*NFILL
EDGE2,EDGE4,10,1
*ELEMENT,TYPE=S8R
1, 1, 201, 203, 3, 101, 202, 103, 2
5, 401, 403, 1403, 1401, 402, 903, 1402, 901
*ELGEN,ELSET=L1
1, 5, 2, 10, 4, 200, 1
*ELGEN,ELSET=L2
5, 5, 2, 10, 2, 1000, 1
*MATERIAL,NAME=A1
*ELASTIC
 3.E6, 0.3
*BOUNDARY
EDGE1, 1, 6
EDGE2, 1,6
*SHELL SECTION,ELSET=L1,MATERIAL=A1
.2, 
*SHELL SECTION,ELSET=L2,MATERIAL=A1
.2, 
*STEP,PERTURBATION
*STATIC
*CLOAD
2411,2,25.
*EL PRINT
SF,
*OUTPUT,FIELD
*NODE OUTPUT
U,COORD
*NODE PRINT
U,COORD
*END STEP
*STEP,PERTURBATION
*STATIC
*CLOAD
2411,4,25.
*END STEP