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Calculate the section modulus of the beam shown below if P-a62N it the allowable rormal stressors = 150 M Pa and in iomleves

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Answer #1

load is assumed to be point load P =62 KN at the centre

now this is reduced to case of simply supported beam with point load at centre

now Maximum Bending moment = P*length of neam/4 = 62*4/4 = 62 KNm

now maximum allowable bending stress = Max moment /Section modulus

150*106 = 62*103/Section modulus

Section modulus = 4.13333 * 10-4 m3 = 413.333 mm3 Ans

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