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Design a simply supported laterally restrained beam of span 5 m with a factored UDL over the entire span of 20 kN/m. Assume 50% each of dead and live load contribution. Take E250 grade of steel. Sir isko question ko kaise karenge???
Design a simply supported laterally restrained beam of span 5 m with a factored UDL over the entire span of 20 kN/m. Assume 50% each of dead and live load contribution. Take E250 grade of steel.
Sir isko question ko kaise karenge???