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Determine the stresses at points A and B as a results of applying each of the following internal loads N = 600 N, V

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Determine the stresses at points A and B as a results of applying each of the following internal loads N = 600 N, V = 250 N, M = 120 N.m and T = 300 N/m. The diameter is 40 mm. You must show your detailed solutions B N C M Semicircular area A = r. Circular area X A T A = Tr2 2 4r 3 4 1x = 1 ly = 174

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