3.2-2 A PL 3 X 6 tension member is welded to a gusset plate as shown in Figure P3.2-2. The steel has a yield stress F, =
Posted: Wed Jun 08, 2022 6:43 am
3.2-2 A PL 3 X 6 tension member is welded to a gusset plate as shown in Figure P3.2-2. The steel has a yield stress F, = 50 ksi and an ultimate tensile stress F₁ = 65 ksi. Assume that A = Ag and compute e a. the design strength for LRFD b. the allowable strength for ASD PL 3/8 X 6 FIGURE P3.2-2