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Case Example:
A simple beam 300 mm x 500 mm is subjected to 250 kNm moment 120 kN Vertical Shear.
Concrete grade M20, Steel grade Fe415, Clear cover 25 mm.
Tensile reinforcement bars 25 mm 5 Nos, compressive reinforcement bars 20 mm 3 nos.
Provided 8 mm Two legged Stirrup bars. Analyze the design.
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