Q.1
14 MarksDifferentiate the limit state method and working stress method of design for Steel structures.
Calculate the moment of resistance of a beam section 230 mm X 460 mm effective depth reinforced with 2 Nos 16 mm diameter bars as compression reinforcement at an effective cover of 40 mm and 4 Nos 20 mm diameter bars as tension reinforcement Use grade M20 and Fe
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