318-11 Building Code Requirements for Structural Concrete ...

ACI 318-11

Building Code Requirements for Structural Concrete (ACI 318-11)

An ACI Standard

and Commentary

Reported by ACI Committee 318

First Printing August 2011

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Building Code Requirements for Structural Concrete (ACI 318-11) and Commentary

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ISBN 978-0-87031-744-6

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11)

AND COMMENTARY

REPORTED BY ACI COMMITTEE 318

ACI Committee 318 Structural Building Code

Randall W. Poston Chair

Voting Main Committee Members

Basile G. Rabbat Secretary

Sergio M. Alcocer Neal S. Anderson Florian G. Barth Roger J. Becker Kenneth B. Bondy Dean A. Browning James R. Cagley Ned M. Cleland W. Gene Corley Charles W. Dolan

Anthony E. Fiorato Catherine E. French Robert J. Frosch Luis E. Garc?a Satyendra Ghosh Harry A. Gleich David P. Gustafson James R. Harris Terence C. Holland Shyh-Jiann Hwang

James O. Jirsa Dominic J. Kelly Gary J. Klein Ronald Klemencic Cary S. Kopczynski Colin L. Lobo Paul F. Mlakar Jack P. Moehle Gustavo J. Parra-Montesinos Julio A. Ramirez

David M. Rogowsky David H. Sanders Guillermo Santana Thomas C. Schaeffer Stephen J. Seguirant Andrew W. Taylor Eric M. Tolles James K. Wight Sharon L. Wood Loring A. Wyllie Jr.

Voting Subcommittee Members

F. Michael Bartlett Raul D. Bertero Allan P. Bommer JoAnn P. Browning Nicholas J. Carino Ronald A. Cook David Darwin Lisa R. Feldman

Kevin J. Folliard

Andres Lepage

H. R. Trey Hamilton III Raymond Lui

R. Doug Hooton

LeRoy A. Lutz

Kenneth C. Hover Joseph Maffei

Steven H. Kosmatka Donald F. Meinheit

Michael E. Kreger Fred Meyer

Jason J. Krohn

Denis Mitchell

Daniel A. Kuchma

Theodore A. Mize Suzanne Dow Nakaki Theodore L. Neff Lawrence C. Novak Viral B. Patel Conrad Paulson Jose A. Pincheira

Mario E. Rodriguez Bruce W. Russell M. Saiid Saiidi Andrea J. Schokker John F. Stanton Roberto Stark John W. Wallace

Mathias Brewer Josef Farbiarz Luis B. Fargier-Gabaldon

International Liaison Members

Alberto Giovambattista Hector D. Hernandez Angel E. Herrera

Hector Monzon-Despang Enrique Pasquel Patricio A. Placencia

Oscar M. Ramirez Fernando Reboucas Stucchi Fernando Y??ez

John E. Breen Neil M. Hawkins

Consulting Members

H. S. Lew James G. MacGregor

Robert F. Mast Charles G. Salmon

BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE (ACI 318-11) AND COMMENTARY

REPORTED BY ACI COMMITTEE 318

PREFACE

The "Building Code Requirements for Structural Concrete" ("Code") covers the 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: contract documents; inspection; materials; durability 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 concrete; composite flexural members; prestressed concrete; shells and folded plate members; strength evaluation of existing structures; provisions for seismic design; structural plain concrete; strutand-tie modeling in Appendix A; alternative design provisions in Appendix B; alternative load and strength 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 American Welding Society (AWS) standard.

Uses 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 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 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 (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 (structural); contract documents; contraction joints; cover; curing; deep beams; deflections; earthquake-resistant structures; embedded service ducts; flexural strength; floors; folded plates; footings; formwork (construction); frames; hot weather construction; inspection; isolation joints; joints (junctions); joists; 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; reinforcing steels; roofs; serviceability; shear strength; shear walls; shells (structural forms); spans; splicing; strength; strength analysis; stresses; structural analysis; structural concrete; structural design; structural integrity; T-beams; torsion; walls; water; welded wire reinforcement.

ACI 318-11 was adopted as a standard of the American Concrete Institute May 24, 2011, to supersede ACI 318-08 in accordance with the Institute's standardization procedure and was published August 2011.

A complete metric companion to ACI 318 has been developed, 318M; metric equivalents are provided only in Appendix F of 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 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. The American Concrete Institute disclaims any and all responsibility for the stated principles. The Institute

shall not be liable 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.

Copyright ? 2011, 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 reproduction or for use in any knowledge or retrieval system or device, unless permission in writing is obtained from the copyright proprietors.

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