A36 steel 1-in.-diameter A325N bolts s = 3 in. g = 3 in. The tension member is a C15 x 33.9 bolted to a 16 x 5/8 gusset plate. For the member, compute the design strength due to: L, = 1.75 in. 1....

A36 steel 1-in.-diameter A325N bolts

s = 3 in. g = 3 in.

The tension member is a C15 x 33.9 bolted to a 16 x 5/8 gusset plate. For the member, compute the design strength due to:

L, = 1.75 in.

1. Yielding on A8

2. Fracture on A,

3. Block shear rupture

Is the design satisfactory €or P, = 199 kips?