Serviceability Limit States: Connection Slip

by Theodore V. Galambos, (F.ASCE), Prof. of Civ. Engrg.; Univ. of Minnesota, Minneapolis, Minn. 55455,
T. A. Reinhold, (M.ASCE), Research Struct. Engr.; Center for Building Tech., National Bureau of Standards, Washington, D.C.,
Bruce Ellingwood, (M.ASCE), Research Struct. Engr.; Center for Building Tech., National Bureau of Standards, Washington, D.C.,


Serial Information: Journal of the Structural Division, 1982, Vol. 108, Issue 12, Pg. 2668-2680


Document Type: Journal Paper

Abstract: The serviceability limit state for slip of bolted steel joints is the slip-resistance. The statistical properties of the parameters which define this resistance are presented and analyzed. Based on these properties, and using First-Order Second-Moment probabilistic analysis, limit-states design criteria are developed for friction-grip bolted joints.

Subject Headings: Limit states | Serviceability | Bolted connections | Joints | Parameters (statistics) | Steel | Load and resistance factor design | Probability

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