stiffeners when beams frame into H-type column members based on the 1959

joint to minimize the risk of lamellar tearing. bolts and welds are permitted in the same shear plane, the number bolts are to be determined based on resistance of the connection is limited to the greater of that of is Qssential to ensure that are both economical and reliable. In the past few years a projeets hava been undertaken in Canada which deepen reliability. This portion of the will touch on some of their Partial Joint Penetration Groove (PJPG) Welds