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1、Page 1 of 3 ERRATA ACI 318M-08 Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary 1st printing Reported by ACI Committee 318 1.1.4, page 10, revised as: design and construction in accordance with ACI 332 332-04 shall be permitted. Table R1.1.9.1, page 13, revised as: Cod
2、e, standard, or resource document and edition Level of seismic risk or assigned seismic performance or design categories as defined in the Code ACI 318-08; IBC 2000, 2003, 2006; NFPA 5000, 2003, 2006; ASCE 7-98, 7-02, 7-05; NEHRP 1997, 2000, 2003 SDC* A, B SDC C SDC D, E, F ACI 318-05 and previous e
3、ditions Low seismic risk Moderate/ intermediate seismic risk High seismic risk BOCA National Building Code 1993, 1996, 1999; Standard Building Code 1994, 1997, 1999; ASCE 7-93, 7-95; NEHRP 1991, 1994 SPC A, B SPC C SPC D, E Uniform Building Code 1991, 1994, 1997 Seismic Zone 0, 1 Seismic Zone 2 Seis
4、mic Zone 3, 4 *SDC = Seismic design category as defined in code, standard, or resource document. SPC = Seismic performance category as defined in code, standard, or resource document. 2.1, page 22, revised as: = span length of beam, see 8.7 8.9, Chapter 9 2.1, page 26, revised as: = ratio of As to b
5、d, Chapters 10, 11, 13 3.5.1, page 43, revised as: Discontinuous deformed steel fibers shall be permitted only for resisting shear under conditions specified in 11.4.6.3 11.4.6.1(f). R 3.5.1, page 43, revised as: Discontinuous deformed steel fibers are permitted only for resisting shear in flexural
6、members (see 11.4.6.3 11.4.6.1(f). R3.8, page 50, Title for ASTM A588/A588M-05 revised as: Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi 345 MPa Minimum Yield Point to 4 in. 100-mm Thick up to 50 ksi 345 MPa Minimum Yield Point, with Atmospheric Corrosion Resistance
7、 R3.8, page 53, Title for ASTM C1116 revised as: C1116-06 C1116/C1116M-06 Standard Specification for Fiber-Reinforced Concrete and Shotcrete 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：草庐一苇： Page 2 of 3 R4.3.1, page 58, 3rd paragraph, revised as: Table 4.3.1 Table 4.2.1 lists seawater under Exposure
8、 Class S1 Table 5.3.2.2, page 68, revised as: Specified compressive strength, MPa 3000 fc 35 21 fc 35 7.5.2.2, page 90, revised as: discontinuous ends of other members. The tolerance for minimum concrete cover of 7.5.2.1 shall R8.2, page 103, revised as: The provisions in the Codeformally formerly k
9、nown as ANSI A58.1 10.10.4.1, page 143, revised as: or the combination of Pu and Mu determined resulting in the smallest value of I. 10.10.6, page 145, Eq. (10-11) and (10-12) revised as: 2cns MM 2c MM (10-11) 1 0 1 0 75 m ns u c C . P .P 1 0 1 0 75 m u c C . P .P (10-12) 10.13.6.1, page 150, revise
10、d as: 8 y s f b E 8 y s f h E for circular sections of diameter h R13.5.3.3, page 240, 2nd paragraph, revised as: At exterior supports.as defined in 11.12.2.1 11.11.2.1 for edge columns 18.4.1(b), page 284, revised as: (b) Extreme fiber stress in compression at ends of simply supported members 18.8.
11、2, page 290, revised as: Total amount of prestressedwaived for flexural shear members with shear and flexural strength 18.13.4.1, page 299, revised as: Tensile stress at nominal length strength of bonded reinforcement 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：草庐一苇： Page 3 of 3 18.13.4.3, page 299,
12、 revised as: Compressive strength of concreteshall be specified on in the contract documents D.4.1.2, page 415, revised as: In Eq. (D-1) and (D-2)consideration of: Vsa, either Vsb or Vsbg, and either Vcb or Vcbg, and either Vcp or Vcpg. D.5.2.1, page 420, Eq. (D-5) revised as: Nc cbgec,Ned ,Nc,Ncp,N
13、b Nco A NN A Nc cbec,Ned ,Nc,Ncp,Nb Nco A NN A Fig. RD.5.2.3, page 422, revised as: Note: Text in lower right quadrant of figure, hef = max(150/5, 230/3) = 100 mm, revised as hef = max(150/1.5, 230/3) = 100 mm D.7.2, page 436, revised as: If0 2 uan N.N , then full strength in tension shear shall be
14、Last revised 12-23-08 8:20 a.m. 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：草庐一苇： ACI 318M-08 Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary An ACI Standard Reported by ACI Committee 318 Deemed to satisfy ISO 19338:2007(E) 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：
15、草庐一苇： American Concrete Institute Advancing concrete knowledge Building Code Requirements for Structural Concrete and Commentary First Printing June 2008 ISBN 978-0-87031-283-0 Copyright by the American Concrete Institute, Farmington Hills, MI. All rights reserved. This material may not be reproduce
16、d or copied, in whole or part, in any printed, mechanical, electronic, film, or other distribution and storage media, without the written consent of ACI. The technical committees responsible for ACI committee reports and standards strive to avoid ambiguities, omissions, and errors in these documents
17、. In spite of these efforts, the users of ACI documents occa- sionally find information or requirements that may be subject to more than one interpretation or may be incomplete or incorrect. Users who have suggestions for the improvement of ACI documents are requested to contact ACI. ACI committee d
18、ocuments are intended for the use of individuals who are competent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains. Individuals who use this publication in any way assume all risk and a
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23、hrough electronic subscription, or reprint and may be obtained by contacting ACI. Most ACI standards and committee reports are gathered together in the annually revised ACI Manual of Concrete Practice (MCP). American Concrete Institute 38800 Country Club Drive Farmington Hills, MI 48331 U.S.A. Phone
24、:248-848-3700 Fax:248-848-3701 www.concrete.org ACI 318M-08 is deemed to satisfy ISO 19338:2007(E). 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：草庐一苇： James K. Wight Chair Basile G. Rabbat Secretary Sergio M. AlcocerCatherine E. FrenchJames O. JirsaMyles A. Murray Florian G. BarthLuis E. GarciaDomini
25、c J. KellyJulio A. Ramirez Roger J. BeckerS. K. GhoshGary J. KleinThomas C. Schaeffer Kenneth B. BondyLawrence G. GriffisRonald KlemencicStephen J. Seguirant John E. BreenDavid P. GustafsonCary KopczynskiRoberto Stark James R. CagleyD. Kirk HarmanH. S. LewEric M. Tolles Ned M. ClelandJames R. Harris
26、Colin L. LoboThomas D. Verti Michael P. CollinsNeil M. HawkinsRobert F. MastSharon L. Wood W. Gene CorleyTerence C. HollandW. Calvin McCallLoring A. Wyllie, Jr. Charles W. DolanKenneth C. HoverJack P. MoehleFernando V. Ynez Anthony E. Fiorato Subcommittee Members Neal S. AndersonDavid DarwinAndres L
27、epageSuzanne D. NakakiDavid H. Sanders Mark A. AschheimRobert J. FroschLeRoy A. LutzTheodore L. NeffGuillermo Santana F. Michael BartlettHarry A. GleichJames G. MacGregor Andrzej S. NowakAndrew Scanlon John F. BonacciR. Doug HootonJoe MaffeiGustavo J. Parra-Montesinos John F. Stanton JoAnn P. Browni
28、ngL. S. Paul JohalKarl F. MeyerJose A. PincheiraFernando Reboucas Stucchi Nicholas J. CarinoMichael E. KregerDenis MitchellRandall W. PostonRaj Valluvan Ronald A. CookJason J. KrohnVilas S. MujumdarBruce W. RussellJohn W. Wallace Juan P. CovarrubiasDaniel A. Kuchma Liaison Members Mathias BrewerAlbe
29、rto GiovambattistaHector Monzon-DespangPatricio A. Placencia Josef FarbiarzHector HernandezEnrique PasquelOscar M. Ramirez Rafael Adan Ferrera-BozaAngel E. HerreraVictor F. Pizano-BatlleMario E. Rodriguez Consulting Members C. Raymond HaysRichard C. MeiningerCharles G. Salmon BUILDING CODE REQUIREME
30、NTS FOR STRUCTURAL CONCRETE (ACI 318M-08) AND COMMENTARY REPORTED BY ACI COMMITTEE 318 ACI Committee 318 Structural Building Code 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：草庐一苇： ACI 318 Building Code and Commentary PREFACE The “Building Code Requirements for Structural Concrete” (“Code”) covers th
31、e materials, design, and construction of structural concrete used in buildings and where applicable in nonbuilding structures. The Code also covers the strength evaluation of existing concrete structures. Among the subjects covered are: drawings and specifications; inspection; materials; durability
32、requirements; concrete quality, mixing, and placing; formwork; embedded pipes; construction joints; reinforcement details; analysis and design; strength and serviceability; flexural and axial loads; shear and torsion; development and splices of reinforcement; slab systems; walls; footings; precast c
33、oncrete; composite flexural members; prestressed concrete; shells and folded plate members; strength evaluation of existing structures; provisions for seismic design; structural plain concrete; strut-and-tie modeling in Appendix A; alternative design provisions in Appendix B; alternative load and st
34、rength reduction factors in Appendix C; and anchoring to concrete in Appendix D. The quality and testing of materials used in construction are covered by reference to the appropriate ASTM standard specifications. Welding of reinforcement is covered by reference to the appropriate AWS standard. Uses
35、of the Code include adoption by reference in general building codes, and earlier editions have been widely used in this manner. The Code is written in a format that allows such reference without change to its language. Therefore, background details or suggestions for carrying out the requirements or
36、 intent of the Code portion cannot be included. The Commentary is provided for this purpose. Some of the considerations of the committee in developing the Code portion are discussed within the Commentary, with emphasis given to the explanation of new or revised provisions. Much of the research data
37、referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. Other documents that provide suggestions for carrying out the requirements of the Code are also cited. Keywords: admixtures; aggregates; anchorage (structural); beam-column frame; beams (
38、supports); building codes; cements; cold weather construction; columns (supports); combined stress; composite construction (concrete and steel); composite construction (concrete to concrete); compressive strength; concrete construction; concrete slabs; concretes; construction joints; continuity (str
39、uctural); contraction joints; cover; curing; deep beams; deflections; drawings; earthquake-resistant structures; embedded service ducts; flexural strength; floors; folded plates; footings; formwork (construction); frames; hot weather construction; inspection; isolation joints; joints (junctions); jo
40、ists; lightweight concretes; load tests (structural); loads (forces); materials; mixing; mixture proportioning; modulus of elasticity; moments; pipe columns; pipes (tubing); placing; plain concrete; precast concrete; prestressed concrete; prestressing steels; quality control; reinforced concrete; re
41、inforcing steels; roofs; serviceability; shear strength; shear walls; shells (structural forms); spans; specifications; splicing; strength; strength analysis; stresses; structural analysis; structural concrete; structural design; structural integrity; T-beams; torsion; walls; water; welded wire rein
42、forcement. ACI 318M-08 was adopted as a standard of the American Concrete Institute November 2007 to supersede ACI 318M-05 in accordance with the Institutes standardization procedure and was published July 2008. A complete U.S. Customary unit companion to ACI 318M has been developed, 318; therefore,
43、 no U.S. Customary unit equivalents are included in this document. ACI Committee Reports, Manuals, Guides, Standard Practices, and Commentaries are intended for guidance in planning, designing, executing, and inspecting construction. This Commentary is intended for the use of individuals who are com
44、petent to evaluate the significance and limitations of its content and recommendations and who will accept responsibility for the application of the material it contains. The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute shall not be liable
45、 for any loss or damage arising therefrom. Reference to this Commentary shall not be made in contract documents. If items found in this Commentary are desired by the licensed design professional to be a part of the contract documents, they shall be restated and incorporated in mandatory language. Co
46、pyright 2008, American Concrete Institute. All rights reserved including rights of reproduction and use in any form or by any means, including the making of copies by any photo process, or by any electronic or mechanical device, printed or written or oral, or recording for sound or visual reproducti
47、on or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors. BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318M-08) AND COMMENTARY REPORTED BY ACI COMMITTEE 318 本文件原文页数较多，文件体积较大，无法上传。 如有需要请发站内信或email： 联系人：草庐一苇： 2TABL
48、E OF CONTENTS ACI 318 Building Code and Commentary CONTENTS INTRODUCTION 7 CHAPTER 1GENERAL REQUIREMENTS 9 1.1Scope9 1.2Drawings and specifications13 1.3Inspection14 1.4Approval of special systems of design or construction .17 CHAPTER 2NOTATION AND DEFINITIONS 19 2.1Code notation19 2.2Definitions .28 CHAPTER 3MATERIALS. 41 3.1Tests of materials41 3.2Cementitious materials41 3.3Aggregates42 3.4Water.42 3.5Steel reinforcement.43 3.6Admixtures 49 3.7Storage of materi