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Un-factored maximum bending moments at a section of a reinforced concrete beam resulting from a frame analysis are 50, 80, 120 and 180 kNm under dead, live, wind and earthquake loads respectively. The design moment (kNm) as per IS: 456-2000 for the limit state of collapse (flexure) is
🗓 Dec 13, 2021
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Deeksha
🌐 India
Can anyone please help me with the explanation?
votes
Ojasvini
🌐 India
Thank you so much for the answer
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