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AISC Design Guide 17 High Strength Bolts - a Primer For Structural Engineers.pdf

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AISC Design Guide 17 High Strength Bolts - a Primer For Structural Engineers.pdf

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AISC Design Guide 17 High Strength Bolts - a Primer For Structural Engineers.pdf

文档介绍

文档介绍:© 2003 by American Institute of Steel Construction, Inc. All rights reserved.
This publication or any part thereof must not be reproduced in any form without permission of the publisher.
17Steel Design Guide
High Strength Bolts
A Primer for Structural Engineers
Geoffrey Kulak
Professor Emeritus
University of Alberta
Edmonton, Canada
AMERICAN INSTITUTE OF STEEL CONSTRUCTION
© 2003 by American Institute of Steel Construction, Inc. All rights reserved.
This publication or any part thereof must not be reproduced in any form without permission of the publisher.
Copyright  2002
by
American Institute of Steel Construction, Inc.
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 rec-
ognized 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 appli-
cation petent professional examination and verification of its accuracy,
suitablility, and applicability by a licensed professional engineer, designer, or architect.
The publication of the material contained herein is not intended as a representation
or warranty on the part of the American Institute of Steel Construction or of any other
person named herein, that this information is suitable for any general or particular use
or of freedom from infringement of any patent or patents. Anyone making use of this
information assumes all liability arising from such use.
Caution must be exercised when relying upon other specifications and codes developed
by other bodies and incorporated by reference herein since such material may be mod-
ified or amended from time to time subsequent to the printing of this edition. The
Institute bears no responsibility for such material other than to refer to it and incorporate
it b