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Three boards, each 50 mm thick, are nailed together to form a beam that is subjected to a 1200-N vertical shear. Knowing that

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Solution :- First Let us find the moment of inertia of the given I- section. Cabout cenbroid) I= I1+I2+I3 50 mm O since I1 =the nails , Ś= 81.482 mm Force in the nails can be given as follows va F = I 5-0 S = specing as mentioned in question) Q can

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