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Engineering · Civil Engineering
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The diagram below shows a 1" diameter A325 bolt subjected to a factored tension force, Tu, and a factored shear force, Ru. The plate to the right side is 1 1/2" thick and the two plates on the left side are 7/8" thick.

a. If Ru = 0, what is the maximum permissible value of Tu?

b. If Tu = 0, what is the maximum permissible value of Ru? (consider bolt failure only, no plate bearing)

c. If Ru = 50 k, what is the maximum permissible value of Tu?

d. Is it possible that the bolt threads could be located within a shear plane for this connection?

e. What bolt length should be used for this connection if you assume that no washers will be used?

Ret- R/2 R, /2 u u u

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