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Case Example 2:
Analyze a T-beam 600 mm x 450 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 M20, Steel grade Fe415, Clear cover 25 mm.
Tensile reinforcement bars 25 mm 4 Nos, compressive reinforcement bars 25 mm 2 nos.
Provide 8 mm Two legged Stirrup bars.
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