Question: The figure shows a welded fitting which has been tentatively designed to be bolted to a channel so as to transfer the 2500-lbf load into

The figure shows a welded fitting which has been tentatively designed to be bolted to a channel so as to transfer the 2500-lbf load into the channel. The channel is made of hot-rolled low carbon steel having a minimum yield strength of 46 kpsi; the two fitting plates are of hot-rolled stock having a minimum Sy of 45.5 kpsi. The fitting is to be bolted using six SAE grade 2 shoulder bolts. Check the strength of the design by computing the factor of safety for all possible modes of failure.

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The direct shear load per bolt is F 25006 417 lbf The moment is taken only ... View full answer

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