AISC 101-2002 Designing with Structural Steel - A Guide for Architects (Second Edition).pdf
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1、AMERICAN INSTITUTE OF STEEL CONSTRUCTIONOne East Wacker Drive, Suite 3100Chicago, Illinois 60601-2000Tel. 312.670.2400Fax 312.670.5403www.aisc.orgDESIGNING WITH STRUCTURALSTEELA GUIDE FOR ARCHITECTSSECOND EDITIONCopyright 2002byAmerican Institute of Steel Construction, Inc.ISBN 1-56424-052-5All righ
2、ts reserved. This book or any part thereofmust not be reproduced in any form without thewritten permission of the publisher.The information presented in this publication has been prepared in accordance with recognized engineering prin-ciples and is for general information only. While it is believed
3、to be accurate, this information should not be usedor relied upon for any specific application without competent professional examination and verification of itsaccuracy, suitability, and applicability by a licensed professional engineer, designer, or architect. The publicationof the material contai
4、ned herein is not intended as a representation or warranty on the part of the AmericanInstitute of Steel Construction or of any other person named herein, that this information is suitable for any gen-eral or particular use or of freedom from infringement of any patent or patents. Anyone making use
5、of this infor-mation assumes all liability arising from such use. Caution must be exercised when relying upon other specifications and codes developed by other bodies andincorporated by reference herein since such material may be modified or amended from time to time subsequentto the printing of thi
6、s edition. The Institute bears no responsibility for such material other than to refer to it andincorporate it by reference at the time of the initial publication of this edition.Printed in the United States of AmericaCONTENTS IN BRIEFIDEASStructural Steel TodayStructural Steel Framing Solutions for
7、 Multi-Story Residential BuildingsBuilding Tomorrows Parking Structures TodayProject ProfilesCologne/Bonn AirportFashion Square Retail CenterJefferson at Lenox ParkJohn F. Kennedy International AirportMystic Marriott Hotel material, fabrication, and erection toler-ances and quality requirements; con
8、tracts; and requirements for architecturally exposed steel. Also provided areanswers to common questions about codes, specifications and other standards applicable to structural steel. Thefinal part of this section is an information-source-list of names, addresses, phone numbers and website address-
9、es for industry organizations that can be of service to the building team. This Guide is meant to be a teaching tool as well as a desk reference on structural steel. It is meant to be a “liv-ing document.“ To this end it has been published in a three-ring binder to accommodate additions and updat-ed
10、 information to be published in the future.The editors would like to thank all of those who contributed their time, effort and knowledge in producing a pub-lication that can be used on a daily basis. We welcome your comments and suggestions for future additions tothe guidebook. Alford JohnsonChicago
11、 2002viiCONTRIBUTORSIDEASAlford Johnson, Vice President Marketing, American Institute of Steel Construction, Inc.SYSTEMSDel Boring, P.E., Senior Director, American Iron Designing Fire Protection for Steel Columns, Designing Fire Protection for Steel Beams. . . . . . . . . . . . . . . . . . . . . . .
12、 . . . . . . . . . . . . . . . . . 61Figure 30. Variation in fire resistance of structural steel columns with weight to heated perimeter ratios and various gypsum wallboards. Illustration courtesy of the American Iron and Steel Institute; Designing Fire Protection for Steel Columns. . . . . . . . .
13、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62Figure 31. Some methods for applying gypsum as fire protection for structural steel: (a) open-web joist with plaster ceiling; (b) beam enclosed in a plaster cage; (c) beam boxed with wallboard. Illustration courtesy of the Gypsum Associatio
14、n, Fire Resistance Design Manual . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 62Figure 32. Mineral fiber spray applied to beam and girder floor system with steel floor deck supporting a concrete slab. Illustration courtesy of the American Iron and Ste
15、el Institute; Designing Fire Protection for Steel Beams. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 63Figure 33. Steel floor system fire protected on the underside by a suspended ceiling. Illustration courtesy of the American Iron and Steel Institute; Designing Fir
16、e Protection for Steel Columns. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 64Figure 34. Fire protected exterior steel column with exposed metal column covers. Illustration courtesy of the American Iron and Steel Institute, Fire Protection Through Modern
17、 Building Codes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .72Figure 35. Tubular steel columns filled with water for fire resistance with temperaturevariation during exposure to fire. Illustration courtesy of the American Iron and Steel Institute, Fire
18、Protection Through Modern Building Codes . . . . . . . . . 72Figure 36. Schematic representation of a liquid-filled column fire protection system. Illustration courtesy of U.S. Steel, Influence of Fire on Exposed Exterior Steel. . . . . . . . . . . . . . . 73Figure 37. Fire-resistive flame shielding
19、 on spandrel girder. Illustration courtesy of U.S. Steel, Influence of Fire on Exposed Exterior Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73SYSTEMS PAGE 6Figure 38. Flame patterns and temperatures during two fire tests on the load-carrying steel plate girder. Illustration co
20、urtesy of U.S. Steel, Influence of Fire on Exposed Exterior Steel . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .73Figure 39. Concrete-based insulating material. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74Figure 40. Typical c
21、onnections in a continuous shell. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 74Figure 41. Bending steel shapes with pinch rollers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 97Figure 42. Made-up segmented curves . . . . . . . .
22、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99Figure 43. Fillet welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100Figure 44. Groove welds . . . . . . . . . . . . . . . . . . . . . .
23、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 100LIST OF TABLESTable 1. Paint Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 37Table 2a. Paint Systems in Table 1 Applicable to Maintenance Paint
24、ing InvolvingSpot Repairs and Overcoating. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 38Table 2b. Paint Systems in Table 1 Applicable to New Construction or Maintenance Painting Where Existing Paints are Completely Removed . . . . . . . . . . . . .
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