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1. Consider a simply-supported beam with a triangular cross section (Fig. 1). If the allowable bending stress is oallow = 150


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Doob# 1 Griven Fallow = 150 repa L=6M. I h=300mm b = somm G = 24 = 2x300=200mm b= isomm = 2X 307 - 200 mm - - ماملله و TalowW = 18.75 kN/m et am * 3M RB =5625 KN = 56:25 KN I SAD 56.25 / G 56-25 * 84.375 KN-vy OMD maximum value of bending moment = 3

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