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Design shear reinforcement for a singly reinforced beam of 250 mm wide and 450 mm effective...

Design shear reinforcement for a singly reinforced beam of 250 mm wide and 450 mm effective depth. The beam is reinforced with 4 no., 20 mm dia. bars on tension side. The factored shear force at critical section is 50 kN. Assume 8 mm diameter 2 legged vertical stirrups. Use M30 concrete and Fe415 steel

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