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Compute the design strength for lrfd and the allowable

Question:

A PL 3/8 x 6 tension member is welded to a gusset plate as shown in Figure. The steel has a yield stress F_y = 50 ksi and an ultimate tensile stress F_u = 65 ksi. Assume that A_e = A_g and compute

a. the design strength for LRFD

b. the allowable strength for ASD

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Physics: Compute the design strength for lrfd and the allowable

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