AISC设计指南31 钢桁架和蜂窝梁设计(英文版)AISC Design Guide 31 - Castellated and Cellular Beam Design.pdf

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Castellated and Cellular Beam Design

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CastellatedandCellular Beam Design

Sameer S.Fares P.E. S.E. P. EngNew Millenium Building Systems Hope AR

John Coulson P.E.Integrity Structural CorporationHouston TX

David W.Dinehart Ph.D.Villanova University Villanova PA

AISC 2016

by

American Institute of Steel Construction

All rigiuts reserved. This book or cry pcrr thereofmust not be reproduced in cary form wizhout thewriten permission of the publisher

The AISC logo is α registered trademark of AISC.

The information presented in this publication has been prepared following recognized principlesof design and construction. While it is believed to be accurate this information should not be used or relied upon for any specific application without petent profesional examination andverification of its accuracy suitability and applicability by a licensed engineer or architect. TheInstitute of Steel Construction its officers agents employees or mitte members or of any publication of this information is not a representation or warranty on the part of the Americanother person named herein that this information is suitable for any general or particular use or of freedom from infringement of any patent or patents. All representations or warranties expressor implied other than as stated above are specifically disclaimed. Anyone making use of theinformation presented in this publication assumes alliability arising from such use.

Catiomstxcisd whnlyingstadardsandgidlindevelpedbyb and incorporated by reference herein since such material may be modified or amended from timeto time subsequent to the printing of this edition. The American Institute of Steel Constructionbears no responsibility for such material other than to refer to it and incorporate it by reference at the time of the initial publication of this edition.

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Authors

Sameer S. Fares PE. S.E. P. Eng is an engineer at New Millenium Building Systems Hope AR.John Coulson P.E is a Principal and Vice President at Integrity Structural Corporation Houston TX.David W. Dinehart Ph.D. is a Professor at Villanova University Villanova PA.

Acknowledgments

The authors have been actively engaged in the design reearch and/or advancement of castellated and cellularbeams for more than 10 years. Over that time frame there have been many peers who have assisted the authors in bettering their understanding ofthe behavior of castellated and cellular beams. The support of Tm Bradshaw Shawn Gross Rebecca Hoffman Billy Miligan Serge Parent Joe Pote John Robins and Joseph Robert Yost has been invaluable and is greatly appreciated. Many thanks go to the graduate and undergraduate students who have conducted the experimental and analytical research at Villanova UniversityHennessey Matthew Reiter Jason Reither Ryan Smoke and James Sutton. The authors are grateful to the reviewers of this docu-ment who provided insightful mentary:

Allen Adams Steven HofmeisterLeigh Arber Reidar Bjorhovde Larry Kloiber Roberto LeonJason Caldwell Kun woLJohn Cross Charles Churches Roger O'Hara Davis ParsonsDavid Darwin Tom Faraone Daryll Radcliffe Richard RedmondPat Fortney David RubyEd Garvin Ted Galambos Bill Scott Robert ShawLouis Geschwindner Scott Goodrich Victor Shneur Derek TordoffJay Harris Chia-Ming UangTony Hazel

Finally and most importantly the authors thank their spouses and families for their support during the writing of this document.

Preface

This Design Guide provides guidance forthe design of castellatd and cellular beams based on structural principles and adhering to the 2016 AISC Specification for Srrucharal Steel Buildings and the 14th Edition AISC Steel Construction Marual. Both loadand resistance factor design and allowable strength design methods are employed in the design examples.
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