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Case Example 1:
Analyze a T-beam 1000 mm x 400 mm with web width 250mm and flange depth 125 mm.
Beam span is 3.5 m with c/c slab width of 3.5 meter.
Assume concrete grade M30, Steel grade Fe415, Clear cover 25 mm.
Tensile reinforcement bars 20 mm 5 Nos, compressive reinforcement bars 20 mm 2 nos.
Provide 8 mm Two legged Stirrup bars.
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