A36 steel; 1-in-diameter A325N bolts s = 3 in. L The member is a W8 x 31 bolted to a pair of 8 x 5/8 gusset plates. For the member, compute the design strength due to: 1. Yielding on A, 2. Fracture on...

A36 steel; 1-in-diameter A325N bolts

s = 3 in. L<,>

The member is a W8 x 31 bolted to a pair of 8 x 5/8 gusset plates. For the member, compute the design strength due to:

1. Yielding on A,

2. Fracture on A,

3. Block shear rupture

Is the design satisfactory for P,, = 280 kips?