A572 Grade 50 steel; E70 electrodes; 1 /4-in.-fillet welds L, = 6 in. = overlap length of member end on the gusset plate The tension member is a pair of L5 x 3 x 5/16 with the long legs welded to a...

A572 Grade 50 steel; E70 electrodes; 1 /4-in.-fillet welds

L, = 6 in. = overlap length of member end on the gusset plate

The tension member is a pair of L5 x 3 x 5/16 with the long legs welded to a 5/8 in. thick gusset plate. For the member, compute the design strength due to:

1. Yielding on Ag

2. Fracture on A,

Is the design satisfactory for P, = 208 kips?