Question: 3 . 2 - 2 A PL 3 8 6 tension member is welded to a gusset plate as shown in Figure P 3 .

3.2-2 A PL 386 tension member is welded to a gusset plate as shown in Figure P3.2-2. The steel has a yield stress Fy=50ksi and an ultimate tensile stress Fu=65ksi. Assume that Ae=Ag and compute
a. the design strength for LRFD
3 . 2 - 2 A PL 3 8 6 tension member is welded to

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