PROBLEM NO. 1: The tension member is a PL10 $\times 150$ of A242 steel. It is connected to a 10 -mm thick gusset plate, also of A242 steel, with 20 -mm diameter bolts as shown. Determine the nominal block shear strength of the tension member. Use LRFD and ASD method.

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PROBLEM NO. 1: The tension member is a PL10

\times 150

of A242 steel. It is connected to a 10 -mm thick gusset plate, also of A242 steel, with 20 -mm diameter bolts as shown. Determine the nominal block shear strength of the tension member. Use LRFD and ASD method.

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