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Required information For the beam and loading shown, consider section n-n. Given: P = 10 kips. P 20 kips Р 0.6 in. - 10 in. 1

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P 20kips p bo à Raft 2ft aft B aft Given P = lokips bcoz of symmetric loading RARB=20kips Shear force diagram skips Looking 4As we know shear stress (T) t = V♡ Ib Q = A It moment of inertia b> width of X section V shear force loinch bin ГА loinch 1 1

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