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The Yielding of Fasteners During Tightening

Reprinted from Distributor s Link MagazineAbout the Author/WAYNE WALLACEW ayne Wallace is the president of Applied bolting Technology Products. Thecompany provides bolting consulting services and manufactures direct tensionindicating washers from its base in Ludlow, Vermont. Wallace is a member of theResearch Council on Structural Connections, a director of the bolting Technol-ogy Council, and author of numerous papers on the practical aspects of qualityassurance in structural bolting . He can be reached by fax at 802-228-7204, or e-mail at Yielding of Fasteners During TighteningWayne Wallace reminds us of Peter Gill s landmark 1975 PaperAround 1985, I once remarked to Doc Morrow, thenStelco's head of fastener manufacturing inCanada, that structural bolts MUST be tensioned be-yond yield.

Reprinted from Distributor’s Link Magazine About the Author/WAYNE WALLACE Wayne Wallace is the president of Applied Bolting Technology Products.

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  During, Fastener, Bolting, Tightening, Yielding of fasteners during tightening, Yielding

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