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Beam AB has a negligible mass and thickness, and supports the 240-kg uniform block. It is pinned at A and rests on the top of
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SOL mu Given data :- Supports 240 kg uniform block mais cm) = 20 kg coefficient of friction at B CMB] = 0.4 Coefficient of fr.:. moment about c {Mc=0 FB C1.75) - P[%] +0.75) = 0 FB = 0.3428 P moment about B EMB=0 PC) - FCI-5) 0 —(2) .. (3) .:P: 2

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