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Up ompound beam is subjected to a uniform dead load of 200 lb/ft and a uniform live load of 150 lb/ft. ermine (a) the maximum

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Answer #1

А в р 7 K 55 a) max -ve moment @ A b) max the Sheay @ D 2011: 5/10 = 1/2 5/10 = 1/2 ILD for tre shear @D. dead load acting on(bj ILD for BM @ A A10=1 V 5 due to dead loads = act along the whole stu cture = Area * Ceo load 14 15 * 5 * 200 = 7500 Ubaft2. due to live loads. x 15x5 x 150 = place it on the whole structure. 2 = 5625 lb-st Total -ve moment = 7500+5625 - 13,125 lb

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