Transcription of Specification for Structural Joints Using High-Strength Bolts
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Specification for Structural Joints Using High-Strength Bolts
Specification for Structural Joints Using High-Strength Bolts August 1, 2014 (includes April 2015 Errata) Supersedes the December 31, 2009 Specification for Structural Joints Using High-Strength Bolts . Prepared by RCSC Committee Specifications and approved by the Research Council on Structural Connections. RESEARCH COUNCIL ON Structural CONNECTIONS c/o AISC, One East Wacker Drive, Suite 700, Chicago, Illinois 60601 Specification for Structural Joints Using High-Strength Bolts , August 1, 2014 RESEARCH COUNCIL ON Structural CONNECTIONS RCSC 2014 by Research Council on Structural Connections All rights reserved.
Aug 01, 2014 · Ab Cross-sectional area based upon the nominal diameter of bolt, in.2 D Slip probability factor as described in Section 5.4.2 Du Multiplier that reflects the ratio of the mean installed bolt pretension to the specified minimum bolt pretension, Tm, as described in Section 5.4.1 Fn Nominal strength (per unit area), ksi
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