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Compute the design strength for LRFD

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Reference no: EM131867460

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 Fy = 50 ksi and an ultimate tensile stress Fu = 65 ksi. Assume that Ae = Ag and compute

a. the design strength for LRFD

b. the allowable strength for ASD

1774_figure.jpg

Reference no: EM131867460

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