The diagram below shows a 1" diameter A325 bolt subjected to a
factored tension force, T_{u}, and a factored shear force,
R_{u}. 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 R_{u} = 0, what is the maximum permissible value
of T_{u}?

b. If T_{u} = 0, what is the maximum permissible value
of R_{u}? (consider bolt failure only, no plate
bearing)

c. If R_{u} = 50 k, what is the maximum permissible
value of T_{u}?

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?

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