Transcription of Mixing Welds and Bolts, Part 2 - Foundation
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Mixing Welds and Bolts, Part 2 - Foundation
welding Innovation Vol. XIX, No. 2, 2002 Mixing Welds and Bolts, part 2 Practical Ideas for the Design Professional by Duane K. Miller, , FileIn a previous edition of welding Innovation(Volume XVIII,Number 2, 2001), part 1 of Mixing Welds and Bolts waspublished. That column dealt with snug-tightened and pre-tensioned mechanical fasteners, including rivets, combinedwith Welds , as well as existing specification requirementsfor such combinations. part 1 can be obtained by down-loading a PDF file from the welding Innovationweb site 2 will address combiningwelds with slip-critical, high-strength bolted connections,and will also examine existing specification provisions forvarious combinations of Welds and bolts in light of of part 1In part 1, general information was provided on bolted con-nections. Snug-tightened, pretensioned, and slip-criticalbolted connections were defined. ASTM A325 and A490bolts were identified, and the capacity of rivets identified astypically about half of the strength of A325 bolts.
Welding Innovation Vol. XIX, No. 2, 2002 A A DISPLACEMENT LOAD TRANSVERSE FILLET WELD LONGITUDINAL FILLET WELD BOLTED CONNECTION B B Figure 1. Specifications for Structural Joints Using ASTM A325 or
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