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 December 31, 2009 Supersedes the June 30, 2004 Specification for Structural Joints Using ASTM A325 or A490 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 , December 31, 2009 RESEARCH COUNCIL ON Structural CONNECTIONS RCSC 2010 by Research Council on Structural Connections All rights reserved. This book or any part thereof must not be reproduced in any form without the written permission of the publisher. The information presented in this publication has been prepared in accordance with recognized engineering principles and is for general information only. While it is believed to be accurate, this information should not be used or relied upon for any specific application without competent professional examination and verification of its accuracy, suitability, and applicability by a licensed professional engineer, designer, or architect.
A faying surface that has been hot-dip galvanized. Grip. The total thickness of the plies of a joint through which the bolt passes, exclusive of washers or direct-tension indicators. Guide. The Guide to Design Criteria for Bolted and Riveted Joints, 2nd Edition (Kulak et al., 1987). High-Strength Bolt. An ASTM A325 or A490 bolt, an ASTM F1852 ...
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