The Reinforced Concrete Design Handbook is published in two volumes: Chapters 1 through 11 are Click here to download the document - pdf file format. AC1 34OR AC1? DESIGN HANDBOOK Design of Structural Reinforced Concrete Elements in Accordance with the Strength Design Method of AC1 An ACI Handbook The Reinforced Concrete Design Handbook A Companion to ACI Volume 3: Design Aids SP(14) ACI SP(14) THE.
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“Knowledge is such a treasure which cannot be stolen”. SP 34 (): Handbook on Concrete SP 34 ( Reinforced concrete design theory & niticahonu.ga in Accordance with the Strength Design Method of ACI The ACI Design Handbook is intended for use by individuals having a general. COMMENTARIES TO ACI DESIGN HANDBOOK SP(09). CHAPTERS 1 and 3. ABSTRACT. With this presentation INTI-CIRSOC, which is the official institution.
ACI committee documents 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 accept total responsibility for the application and use of this information. ACI and its members disclaim liability for damages of any kind, including any special, indirect, incidental, or consequential damages, including without limitation, lost revenues or lost profits, which may result from the use of this publication.
It is the responsibility of the user of this document to establish health and safety practices appropriate to the specific circumstances involved with its use. ACI does not make any representations with regard to health and safety issues and the use of this document. The user must determine the applicability of all regulatory limitations before applying the document and must comply with all applicable laws and regulations, including but not limited to, United States Occupational Safety and Health Administration OSHA health and safety standards.
Participation by governmental representatives in the work of the American Concrete Institute and in the development of Institute standards does not constitute governmental endorsement of ACI or the standards that it develops.
Order information: Khaled Nahlawi Staff Engineers: Daniel W. Falconer, Matthew R. Senecal, Gregory M. Zeisler, and Jerzy Z.
Zemajtis Technical Editors: Shannon B. Banchero, Emily H. Bush, and Cherrie L. Fergusson Manager, Publishing Services: Barry Bergin Lead Production Editor: Carl Bischof Production Editors: Ryan Jay, Aimee Kahaian Manufacturing: Marie Fuller www. Nominal perimeter, in.
The nominal dimensions of a deformed bar are equivalent to those of a plain bar having the same mass per foot as the deformed bars. American Concrete Institute Copyrighted Material—www.
ACI , Sections 7. For use of this Design Aid, see Flexure Example 1. ACI cover requirements: For exterior 5. Find the minimum web width for a 1. For stirrups larger than those used exposure with use of 6 or larger stirrups, add 1 in.
For interior with three 9 and two 6 bars.
Source size stirrup stirrup stirrup 4. Bars of different sizes: ACI Sections 7. Columns at left headed and bars are for minimum web width bw of beam having bars of one size only. Remaining columns are for combinations of 1 to 5 bars of each of two sizes. Calculated values of beam web width bw rounded upward to nearest half inch.
Where bars of two sizes are used, larger bar s assumed to be placed along outside face s of beam. ACI Section 7. Find the equivalent diameter of a single bar for 4 9 bars.
Aggregate size: Harris Neil M.
Hawkins Terence C. Holland Kenneth C. Hover James O. Jirsa Dominic J. Kelly Gary J. Lew Colin L. Lobo Robert F. Mast W. Calvin McCall Jack P. Moehle Basile G.
Rabbat Secretary Myles A. Murray Julio A. Ramirez Thomas C. Schaeffer Stephen J. Seguirant Roberto Stark Eric M. Tolles Thomas D. Verti Sharon L. Wood Loring A. Wyllie, Jr. Fernando V. Anderson Mark A. Aschheim F. Michael Bartlett John F. Bonacci JoAnn P. Browning Nicholas J. Carino Ronald A. Cook Juan P. Covarrubias David Darwin Robert J.
Frosch Harry A. Gleich R. Doug Hooton L. Paul Johal Michael E. Kreger Jason J. Krohn Daniel A. Lutz James G.
Meyer Denis Mitchell Vilas S. Mujumdar Suzanne D. Nakaki Theodore L. Neff Andrzej S. Nowak Gustavo J. Parra-Montesinos Jose A. Pincheira Randall W. Poston Bruce W. Russell David H. Pizano-Batlle Patricio A. Placencia Oscar M. Ramirez Mario E. Rodriguez Consulting Members C. Raymond Hays Richard C. Meininger Charles G. Parra-Montesinos Jose A.
Pincheira Randall W. Poston Bruce W. Russell David H. Pizano-Batlle Patricio A. Placencia Oscar M. Ramirez Mario E. Rodriguez Consulting Members C. Raymond Hays Richard C.
Meininger Charles G. The Code also covers the strength evaluation of existing concrete structures. Among the subjects covered are: drawings and specifications; 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; strut-and-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 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.
ACI was adopted as a standard of the American Concrete Institute November to supersede ACI in accordance with the Institute's standardization procedure and was published January A complete metric companion to ACI has been developed, M; therefore, no metric equivalents are included in this document. 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.
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.
To further distinguish the Code from the Commentary, the Code has been printed in Helvetica, the same type face in which this paragraph is set. This paragraph is set in Times Roman, and all portions of the text exclusive to the Commentary are printed in this type face. Commentary section numbers are preceded by an "R" to further distinguish them from Code section numbers.
Except for Chapters 4 and 21, substantive changes from are indicated with vertical lines in the margin editorial changes not indicated. Changes to the provisions of Chapters 4 and 21 are not indicated by a vertical line because the provisions were renumbered for this edition. Emphasis is given to the explanation of new or revised provisions that may be unfamiliar to Code users.
In addition, comments are included for some items contained in previous editions of the Code to make the present commentary independent of the previous editions. Comments on specific provisions are made under the corresponding chapter and section numbers of the Code. However, references to some of the research data are provided for those who wish to study the background material in depth.
As the name implies, "Building Code Requirements for Structural Concrete" is meant to be used as part of a legally adopted building code and as such must differ in form and substance from documents that provide detailed specifications, recommended practice, complete design procedures, or design aids. The Code is intended to cover all buildings of the usual types, both large and small. Requirements more stringent than the Code provisions may be desirable for unusual construction.
The Code and Commentary cannot replace sound engineering knowledge, experience, and judgment. A building code states only the minimum requirements necessary to provide for public health and safety.
The Code is based on this principle. For any structure, the owner or the licensed design professional may require the quality of materials and construction to be higher than the minimum requirements necessary to protect the public as stated in the Code. However, lower standards are not permitted. The Commentary directs attention to other documents that provide suggestions for carrying out the requirements and intent of the Code.
However, those documents and the Commentary are not a part of the Code. The Code has no legal status unless it is adopted by the government bodies having the police power to regulate building design and construction. Where the Code has not been adopted, it may serve as a reference to good practice even though it has no legal status. The Code provides a means of establishing minimum standards for acceptance of designs and construction by legally appointed building officials or their designated representatives.Member area will not be reduced for analysis.
Cagley Ned M. 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.
138 aci committee 340 aci design handbook aci 340r 97
Much of the research data referenced in preparing the Code is cited for the user desiring to study individual questions in greater detail. The Code is based on this principle. The Code is based on this principle. Need an account?