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Bolts 2nd Edition Guide.pdf

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   Guide to Design Criteria for Bolted and Riveted Joints Second Edition Geoffrey L. Kulak John W. Fisher John H. A. Struik Published by: AMERICAN INSTITUTE OF STEEL CONSTRUCTION, Inc. One East Wacker Drive, Suite 3100, Chicago, IL 60601    Copyright (2001) by the Research Council on Structural Connections.  All rights reserved. Original copyright (1987) by John Wiley & Sons, Inc. transferred to RCSC. Reproduction or translation of any part of this work beyond that permitted by Section 107 or 108 of the 1976 United States Copyright Act without the permission of the copyright owner is unlawful. Requests for permission or further information should be addressed to RCSC c/o AISC, One East Wacker Drive, Suite 3100, Chicago, IL 60601. Library of Congress Cataloging in Publication Data: Fisher, John W., 193 1Guide to design criteria for bolted and riveted joints. “A Wiley-lnterscience publication.” Bibliography: p. Includes index. 1. Bolted joints. 2. Riveted joints. I. Kulak, Geoffrey. II. Struik, John H. A., 1942- III. Title. TA492.B63F56 1987671.5 86-22390 ISBN 0-471-83791-1 (for Wiley copyright) ISBN 1-56424-075-4 (for RCSC copyright) Printed in the United States of America  10 9 8 7 6   Foreword Since the first edition of this book was published in 1974, numerous international studies on the strength and performance of bolted connections have been conducted. Ln the same period, the Research Council on Structural Connections has developed two new specifications for structural joints using ASTM A325 or A490 bolts, one based on allowable stress principles and the other on a load factor and resistance design  philosophy. In addition, the Research Council has approved and published “A Test Method to Determine the Slip Coefficient for Coatings used in Bolted Joints.” This second, updated, edition has been prepared and approved by the Research Council.   Formed in 1947 and formerly known as the Research Council on Riveted and Bolted Structural Connections, the Research Council on Structural Connections is a nonprofit technical body composed of consulting engineers, educational institutions trade associations and government agencies, and individual members. Its membership is classified according to interest either as producers, users, or general interest, and its  purpose is to promote technical information and the knowledge of economical, efficient and safe practices related to the design and installation of bolted structural connections.   The Research Council’s Specifications have been endorsed by the Industrial Fasteners Institute and endorsed and published by the American Institute of Steel Construction, and they form the basis of the technical requirements of other national standards.   Research Council on Structural Connections     
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