Slip Critical Bolted Connections — A Reliability Analysis ...

Slip Critical Bolted Connections A Reliability Analysis for Design at the Ultimate Limit State Report Prepared for The American Institute of Steel Construction by Gilbert Grondin, PhD, Professor of Civil Engineering Ming Jin, MSc Doctoral Student Georg Josi, MSc, Doctoral Student Department of Civil & Environmental Engineering University of Alberta Edmonton, Alberta, Canada October, 2007 Updated April, 2008 i Acknowledgements The work presented in this report was conducted with the financial assistance of the American Institute of Steel Construction and the Natural Science and Engineering Research Council of Canada.

Slip Coefficient A325 A490 A325 & A490 0.33 0.82 0.78 0.72 0.40 0.90 0.85 0.78 0.50 0.90 0.85 0.79 AISC 2005 specification presents provisions for slip-critical connections designed to prevent slip either at service load or at factored load. The nominal slip resistance is taken as: Rnuscb=μDh T (2) where

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  Critical, Analysis, Reliability, Connection, Cisa, Bolted, 409a, Critical bolted connections a reliability analysis

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