1、Steelconstruction manual fourteenth edition american institute of steel construction 1 Dimensions and Properties 2 General Design Considerations 3 Design of Flexural Members 4 Design of Compression Members 5 Design of Tension Members 6 Design of Members Subject to Combined Forces 7 Design Considerat
2、ions for Bolts 8 Design Considerations for Welds 9 Design of Connecting Elements AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page iAISC_Prelims:14th Ed. 1/20/11 7:23 AM Page ii10 Design of Simple Shear Connections 11 Design of Partially Restrained Moment Connections 12 Design of Fully Restrained Moment Co
3、nnections 13 Design of Bracing Connections and Truss Connections 14 Design of Beam Bearing Plates, Col. Base Plates, Anchor Rods, and Col. Splices 15 Design of Hanger Connections, Bracket Plates, and Crane-Rail Connections 16 Specications and Codes 17 Miscellaneous Data and Mathematical InformationI
4、ndex and General Nomenclature AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page iiiAISC_Prelims:14th Ed. 1/20/11 7:23 AM Page ivSTEELCONSTRUCTION MANUAL FOURTEENTH EDITION AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page vvi AMERICAN INSTITUTE OF STEEL CONSTRUCTION AISC 2
5、011 by American Institute of Steel Construction ISBN 1-56424-060-6 All rights reserved. This book or any part thereof must not be reproduced in any form without the written permission of the publisher. The AISC logo is a registered trademark of AISC. The information presented in this publication has
6、 been prepared in accordance with recog- nized 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 application without competent professional examination and verification of its accuracy,
7、 suitability, 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 inf
8、ormation 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
9、 incorporated by reference herein since such material may be modified 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 by reference at the time of the initial publication of t
10、his edition. Printed in the United States of America First Printing: March 2011 AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page vivii AMERICAN INSTITUTE OF STEEL CONSTRUCTION FOREWORD The American Institute of Steel Construction, founded in 1921, is the nonprofit technical standards developer and trade o
11、rganization for the fabricated structural steel industry in the United States. AISC is headquartered in Chicago and has a long tradition of service to the steel construction industry providing timely and reliable information. The continuing financial support and active participation of Members in th
12、e engineering, research and development activities of the Institute make possible the publishing of this Steel Construction Manual. Those Members include the following: Full Members engaged in the fabrication, production and sale of structural steel; Associate Members, who include erectors, detailer
13、s, service consultants, software developers and steel product manufactur- ers; Professional Members, who are structural or civil engineers and architects, including architectural and engineering educators; Affiliate Members, who include general contrac- tors, building inspectors and code officials;
14、and Student Members. The Institutes objective is to make structural steel the material of choice, by being the leader in structural-steel-related technical and market-building activities, including specifi- cation and code development, research, education, technical assistance, quality certification
15、, standardization and market development. To accomplish this objective, the Institute publishes manuals, design guides and specifi- cations. Best known and most widely used is the Steel Construction Manual, which holds a highly respected position in engineering literature. The Manual is based on the
16、 Specification for Structural Steel Buildings and the Code of Standard Practice for Steel Buildings and Bridges. Both standards are included in the Manual for easy reference. The Institute also publishes technical information and timely articles in its Engineering Journal, Design Guide series, Moder
17、n Steel Construction magazine, and other design aids, research reports and journal articles. Nearly all of the information AISC publishes is avail- able for download from the AISC web site at www.aisc.org. AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page viiviii AMERICAN INSTITUTE OF STEEL CONSTRUCTION PR
18、EFACE This Manual is the 14th Edition of the AISC Steel Construction Manual, which was first published in 1927. It replaces the 13th Edition Manual originally published in 2005. The following specifications, codes and standards are printed in Part 16 of this Manual: 2010 AISC Specification for Struc
19、tural Steel Buildings 2009 RCSC Specification for Structural Joints Using High-Strength Bolts 2010 AISC Code of Standard Practice for Steel Buildings and Bridges The following resources supplement the Manual and are available on the AISC web site at www.aisc.org: AISC Design Examples, which illustra
20、te the application of tables and specification provisions that are included in this Manual. AISC Shapes Database V14.0 and V14.0H. Background and supporting literature (references) for the AISC Steel Construction Manual. The following major changes and improvements have been made in this revision: A
21、ll tabular information and discussions have been updated to comply with the 2010 Specification for Structural Buildings and the standards and other documents refer- enced therein. Shape information has been updated to ASTM A6-09 throughout the Manual, includ- ing a new HP shape series. Eccentrically
22、 loaded weld tables have been revised to indicate the strongest weld per- mitted by the three methods listed in Chapter J of the specification and supplemented to provide strengths for L-shaped welds loaded from either side. The procedure for the design of bracket plates in Part 15 has been revised.
23、 In Part 10, the procedure for the design of conventional single plate shear connections has been revised to accommodate the increased bolt shear strengths of the 2010 Specification for Structural Steel Buildings. In Part 10, for extended single plate shear connections, information is provided to de
24、termine if stiffening plates (stabilizers) are required. In addition, many other improvements have been made throughout this Manual and the number of accompanying design examples has been expanded. By the AISC Committee on Manuals and Textbooks, William A. Thornton, Chairman Edward M. Egan Mark V .
25、Holland, Vice-Chairman Marshall T. Ferrell Abbas Aminmansour Lanny J. Flynn Charles J. Carter Patrick J. Fortney Harry A. Cole Louis F. Geschwindner Brad Davis W. Scott Goodrich Robert O. Disque Christopher M. Hewitt Bo Dowswell W. Steven Hofmeister AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page viiiix
26、AMERICAN INSTITUTE OF STEEL CONSTRUCTION Bill R. Lindley, II William N. Scott Ronald L. Meng William T. Segui Larry S. Muir Victor Shneur Thomas M. Murray Marc L. Sorenson Charles R. Page Gary C. Violette Davis G. Parsons, II Michael A. West Rafael Sabelli Ronald G. Yeager Clifford W. Schwinger Cynt
27、hia J. Duncan, Secretary The committee gratefully acknowledges the contributions made to this Manual by the AISC Committee on Specifications and the following individuals: Leigh C. Arber, Areti Carter, Janet T. Cummins, Amanuel Gebremeskel, Kurt Gustafson, Richard C. Kaehler, Daniel J. Kaufman, Rost
28、islav Kucher, Brent L. Leu, Margaret A. Matthew, Frederick J. Palmer, Vijaykumar Patel, Elizabeth A. Rehwoldt, Thomas J. Schlafly, Zachary W. Stutts and Sriramulu Vinnakota. AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page ixx AMERICAN INSTITUTE OF STEEL CONSTRUCTION SCOPE The specification requirements a
29、nd other design recommendations and considerations sum- marized in this Manual apply in general to the design and construction of steel buildings and other structures. The design of seismic force resisting systems also must meet the requirements in the AISC Seismic Provisions for Structural Steel Bu
30、ildings, except in the following cases for which use of the AISC Seismic Provisions is not required: Buildings and other structures in seismic design category (SDC) A Buildings and other structures in SDC B or C with R = 3 systems steel systems not specifically detailed for seismic resistance per AS
31、CE/SEI 7 Table 12.2-1 (ASCE, 2010) Nonbuilding structures similar to buildings with R = 1 1 /2 braced-frame systems or R = 1 moment-frame systems; see ASCE/SEI 7 Table 15.4-1 Nonbuilding structures not similar to buildings (see ASCE/SEI 7 Table 15.4-2), which are designed to meet the requirements in
32、 other standards entirely Conversely, use of the AISC Seismic Provisions is required in the following cases: Buildings and other structures in SDC B or C when one of the exemptions for steel seismic force resisting systems above does not apply Buildings and other structures in SDC B or C that use co
33、mposite seismic force resist- ing systems (those containing composite steel-and-concrete members and those composed of steel members in combination with reinforced concrete members) Buildings in SDC D, E or F Nonbuilding structures in SDC D, E or F when the exemption above does not apply The AISC Se
34、ismic Design Manual provides guidance on the use of the AISC Seismic Provisions. The Manual consists of seventeen parts addressing various topics related to steel build- ing design and construction. Part 1 provides the dimensions and properties for structural products commonly used. For proper mater
35、ial specifications for these products, as well as general specification requirements and other design considerations, see Part 2. For the design of members, see Parts 3 through 6. For the design of connections, see Parts 7 through 15. For AISC Specifications and Codes, see Part 16. For other miscell
36、aneous information, see Part 17. REFERENCE ASCE (2010), Minimum Design Loads for Buildings and Other Structures, ASCE/SEI 7-10, American Society of Civil Engineers, Reston, VA. AISC_Prelims:14th Ed. 1/20/11 7:23 AM Page x11 AMERICAN INSTITUTE OF STEEL CONSTRUCTION PART 1 DIMENSIONS AND PROPERTIES SC
37、OPE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 STRUCTURAL PRODUCTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 W-, M-, S- and HP-Shapes . . . . . . . . . . . . . . .
38、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 13 Channels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14 Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
39、 . . . . . . . . . . . 14 Structural Tees (WT-, MT- and ST-Shapes) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Hollow Structural Sections (HSS) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15 Pipe . . . . . . . . . . . . . . . . . . . . . . . .
40、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Double Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16 Double Channels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
41、 . . . . . . . . . . . . . . . 17 W-Shapes and S-Shapes with Cap Channels . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17 Plate Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18 Raised-Pattern Floor Plates . . .
42、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Crane Rails . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Other Structural Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
43、 . . . . . . . . . . . . . . . . . 19 STANDARD MILL PRACTICES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Hot-Rolled Structural Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Hollow Structural Sections . . .
44、. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 Pipe . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 110 Plate Products . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
45、 . . . . . . . . . . . . . . . . . . . . . 110 PART 1 REFERENCES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 111 TABLES OF DESIGN DIMENSIONS, DETAILING DIMENSIONS, AND AXIAL, STRONG-AXIS FLEXURAL, AND WEAK-AXIS FLEXURAL PROPERTIES . . . . 112 Tab
46、le 1-1. W-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 112 Table 1-2. M-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 130 Table 1-3. S-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . .
47、 . . . . . . . . . . . . . . . . . . . . 132 Table 1-4. HP-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 134 Table 1-5. C-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 136 Table 1-6. MC-Shapes . .
48、 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 138 Table 1-7. Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 142 AISC_PART 01A:14th Ed_ 4/1/11 9:20 AM Page 112 DIMENSIONS AND PROPERTIES AMERICAN INSTITUTE O
49、F STEEL CONSTRUCTION Table 1-7A. Workable Gages in Angle Legs . . . . . . . . . . . . . . . . . . . . . . . . . . . . .148 Table 1-7B. Compactness Criteria for Angles . . . . . . . . . . . . . . . . . . . . . . . . . . . .149 Table 1-8. WT-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 150 Table 1-9. MT-Shapes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 170 Table 1-10. ST-Shapes .
