AISC 358-2010 Prequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applications (Supplement 1 2011).pdf

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1、9.2iANSI/AISC 358-10ANSI/AISC 358s1-11An American National StandardPrequalified Connections forSpecial and Intermediate Steel Moment Frames for Seismic ApplicationsIncluding Supplement No. 1 2010(includes 2011 supplement)Supersedes ANSI/AISC 358-05 and ANSI/AISC 358s1-09Approved by the AISC Connecti

2、on Prequalification Review Paneland issued by the AISC Board of DirectorsAMERICAN INSTITUTE OF STEEL CONSTRUCTIONOne East Wacker Drive, Suite 700Chicago, Illinois 60601-1802Prequalified Seismic:Sept. 6, 2011 9/6/11 1:17 PM Page i9.2iiPrequalified Connections for Special and Intermediate Steel Moment

3、 Frames for Seismic Applications, 2010, incl. Supplement No. 1AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAISC 2011byAmerican Institute of Steel ConstructionAll rights reserved. This book or any part thereofmust not be reproduced in any form without thewritten permission of the publisher.The AISC logo i

4、s a registered trademark of AISC and is used under license.The information presented in this publication has been prepared in accordance with recog-nized engineering principles and is for general information only. While it is believed to beaccurate, this information should not be used or relied upon

5、 for any specific applicationwithout competent professional examination and verification of its accuracy, suitability andapplicability by a licensed professional engineer, designer or architect. The publication ofthe material contained herein is not intended as a representation or warranty, on the p

6、art ofthe American Institute of Steel Construction or of any other person named herein, that thisinformation is suitable for any general or particular use or of freedom from infringement ofany patent or patents. Anyone making use of this information assumes all liability arisingfrom such use.Caution

7、 must be exercised when relying upon other specifications and codes developed byother bodies and incorporated by reference herein since such material may be modified oramended from time to time subsequent to the printing of this edition. The Institute bears noresponsibility for such material other t

8、han to refer to it and incorporate it by reference at thetime of the initial publication of this edition.Printed in the United States of AmericaPrequalified Seismic:Sept. 6, 2011 9/6/11 1:17 PM Page ii9.2iiiPrequalified Connections for Special and Intermediate Steel Moment Frames for Seismic Applica

9、tions, 2010, incl. Supplement No. 1AMERICAN INSTITUTE OF STEEL CONSTRUCTIONPREFACE(This Preface is not part of ANSI/AISC 358-10, Prequalified Connections for Special andIntermediate Steel Moment Frames for Seismic Applications, but is included for informa-tional purposes only.)This edition of the St

10、andard was developed using a consensus process in concert with theSpecification for Structural Steel Buildings (ANSI/AISC 360-10) and Seismic Provisions forStructural Steel Buildings (ANSI/AISC 341-10). This Standard is incorporated by referencein the Seismic Provisions. The most significant modific

11、ation to this edition of the Standard is the incorporation ofthree prequalified connections into the body of the standard that were previously part of asupplement (Chapters 7, 8, and 9). It is anticipated that future supplements will be issued asadditional moment connections become prequalified.This

12、 printing includes Supplement No. 1 to Prequalified Connections for Special andIntermediate Steel Moment Frames for Seismic Applications (ANSI/AISC 358s1-11) whichconsists of the material in Chapter 10. The Supplement was finalized shortly after the com-pletion of this Standard.The Symbols, Glossary

13、, and Appendices to this Standard are an integral part of theStandard. A non-mandatory Commentary has been prepared to provide background for theprovisions of the Standard and the user is encouraged to consult it. Additionally, non-manda-tory User Notes are interspersed throughout the Standard to pr

14、ovide concise and practicalguidance in the application of the provisions.The reader is cautioned that professional judgment must be exercised when data or rec-ommendations in this Standard are applied, as described more fully in the disclaimer noticepreceding the Preface.This Standard was approved b

15、y the AISC Connection Prequalification Review Panel(CPRP):Ronald O. Hamburger, Chairman Brett R. ManningKevin Moore, Vice-Chairman Thomas M. MurrayRichard Apple Charles W. RoederScott F. Armbrust Paul A. RouisMichael L. Cochran Thomas A. SabolTheodore L. Droessler Robert E. Shaw, Jr.Michael D. Engel

16、hardt James A. StoriLouis F. Geschwindner James A. SwansonGary Glenn Chia-Ming UangW. Steven Hofmeister Behnam YousefiGregory H. Lynch Keith A. Grubb, SecretaryPrequalified Seismic:Sept. 6, 2011 9/6/11 1:17 PM Page iii9.2iv PREFACEPrequalified Connections for Special and Intermediate Steel Moment Fr

17、ames for Seismic Applications, 2010, incl. Supplement No. 1AMERICAN INSTITUTE OF STEEL CONSTRUCTIONThe CPRP gratefully acknowledges the following corresponding members and staff fortheir contributions to this document:Scott M. Adan Raymond KitasoeLeigh Arber Roberto T. LeonDavid Bleiman James O. Mal

18、leyHelen Chen Duane K. MillerCharles J. Carter Steven E. PryorCynthia J. Duncan Gian Andrea RassatiWillian C. Gibb James M. RiclesLeonard M. Joseph C. Mark SaundersPrequalified Seismic:Sept. 6, 2011 9/6/11 1:17 PM Page iv9.2vPrequalified Connections for Special and Intermediate Steel Moment Frames f

19、or Seismic Applications, 2010, incl. Supplement No. 1AMERICAN INSTITUTE OF STEEL CONSTRUCTIONTABLE OF CONTENTSSYMBOLS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2xiiiGLOSSARY . . . . . . . . . . . . . . . . . . . . . . . . . . .

20、. . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2xixSTANDARDCHAPTER 1. GENERAL . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.211.1. Scope . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

21、. 9.211.2. References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.211.3. General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.22CHAPTER 2. DESIGN REQUIREMENTS . . . . . . . . . . .

22、. . . . . . . . . . . . . . . . . . . 9.232.1. Special and Intermediate Moment Frame Connection Types . . . . . . . . . . . 9.232.2. Connection Stiffness . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.232.3. Members . . . . . . . . . . . . . . . . . . . . . . .

23、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.231. Rolled Wide-Flange Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.232. Built-up Members . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.232a. Built-up Beams . . . . . . . . . . .

24、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.242b. Built-up Columns . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.242.4. Connection Design Parameters . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.251. Resistance Factors .

25、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.252. Plastic Hinge Location . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.253. Probable Maximum Moment at Plastic Hinge . . . . . . . . . . . . . . . . . . 9.264. Continuity Plates . . . . .

26、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.262.5. Panel Zones . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.262.6. Protected Zone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

27、 . . . 9.26CHAPTER 3. WELDING REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.273.1. Filler Metals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.273.2. Welding Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . .

28、. . . . . . . . . . . . . . . 9.273.3. Backing at Beam-to-Column and Continuity Plate-to-Column Joints . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.271. Steel Backing at Continuity Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.272. Steel Backing

29、at Beam Bottom Flange . . . . . . . . . . . . . . . . . . . . . . . . 9.273. Steel Backing at Beam Top Flange . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.274. Prohibited Welds at Steel Backing . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.285. Nonfusible Backing at Beam Flange-

30、to-Column Joints . . . . . . . . . . . 9.283.4. Details and Treatment of Weld Tabs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.283.5. Tack Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.283.6. Continuity Plates . . . . . .

31、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.293.7. Quality Control and Quality Assurance . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.29Prequalified Seismic:Sept. 6, 2011 9/6/11 1:17 PM Page v9.2vi TABLE OF CONTENTSPrequalified Connections for Special a

32、nd Intermediate Steel Moment Frames for Seismic Applications, 2010, incl. Supplement No. 1AMERICAN INSTITUTE OF STEEL CONSTRUCTIONCHAPTER 4. BOLTING REQUIREMENTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2104.1. Fastener Assemblies . . . . . . . . . . . . . . . . . . . . . . . . . .

33、. . . . . . . . . . . . . . . 9.2104.2. Installation Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2104.3. Quality Control and Quality Assurance . . . . . . . . . . . . . . . . . . . . . . . . . . 9.210CHAPTER 5. REDUCED BEAM SECTION (RBS)MOMENT CONNECTION

34、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2115.1 General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2115.2 Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

35、. . . . . . . . . . . . 9.2115.3. Prequalification Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2111. Beam Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2112. Column Limitations . . . . . . . . . . . . . . . . .

36、. . . . . . . . . . . . . . . . . . . . 9.2125.4. Column-Beam Relationship Limitations . . . . . . . . . . . . . . . . . . . . . . . . . 9.2135.5. Beam Flange-to-Column Flange Weld Limitations . . . . . . . . . . . . . . . . . 9.2135.6. Beam Web-to-Column Flange Connection Limitations . . . . . . .

37、. . . . . . . 9.2135.7. Fabrication of Flange Cuts . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2145.8. Design Procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.215CHAPTER 6. BOLTED UNSTIFFENED AND STIFFENED EXTENDED END-PL

38、ATE MOMENT CONNECTIONS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2196.1. General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2196.2. Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

39、 . . . . . . . . . . . 9.2196.3. Prequalification Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2206.4. Beam Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2206.5. Column Limitations . . . . . . . . . . . .

40、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2216.6. Column-Beam Relationship Limitations . . . . . . . . . . . . . . . . . . . . . . . . . 9.2226.7. Continuity Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2226.8. Bolts . . . . . .

41、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2226.9. Connection Detailing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2221. Gage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

42、. . . . . . . . 9.2222. Pitch and Row Spacing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2223. End-Plate Width . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2244. End-Plate Stiffener . . . . . . . . . . . . . . . . . . . . . . . . . .

43、. . . . . . . . . . . . 9.2245. Finger Shims . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2256. Composite Slab Detailing for IMF . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2257. Welding Details . . . . . . . . . . . . . . . . . . . . . . . . . .

44、. . . . . . . . . . . . . . . 9.2266.10. Design Procedure . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2271. End-Plate and Bolt Design . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2272. Column-Side Design . . . . . . . . . . . . . . . .

45、 . . . . . . . . . . . . . . . . . . . . . 9.233CHAPTER 7. BOLTED FLANGE PLATE (BFP)MOMENT CONNECTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2397.1. General . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

46、. . . . 9.2397.2. Systems . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.239Prequalified Seismic:Sept. 6, 2011 9/6/11 1:17 PM Page viTABLE OF CONTENTS 9.2viiPrequalified Connections for Special and Intermediate Steel Moment Frames for Seismic

47、Applications, 2010, incl. Supplement No. 1AMERICAN INSTITUTE OF STEEL CONSTRUCTION7.3. Prequalification Limits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2401. Beam Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2402.

48、Column Limitations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2407.4. Column-Beam Relationship Limitations . . . . . . . . . . . . . . . . . . . . . . . . . 9.2417.5. Connection Detailing . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .

49、 9.2411. Plate Material Specifications . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2412. Beam Flange Plate Welds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2413. Single-Plate Shear Connection Welds . . . . . . . . . . . . . . . . . . . . . . . . 9.2414. Bolt Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2415. Flange Plate Shims . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9.2427.6. Des