Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard...

Where applicable, refer to Tables 19-1 and 19-2 for allowable stresses. Assume standard holes for all bolted connections.

A roof truss tension member is made up of of A36 steel as shown. The bolts are • in.-diameter. A325-N high-strength bolts in standard holes. Compute the tensile capacity P for the connection shown. The special note for angle tension connections of Problem 19-12 applies.