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@ Download PDF Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun

Download PDF Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun

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Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun

Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun



Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun

Download PDF Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun

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Structural Concrete: Theory and Design (2nd Edition), by Nadim M. Hassoun

For a two-course sequence in concrete design for upper-level engineering students. Revised to adhere to the latest American Concrete Institute (ACI) Code requirements for the design of structural concrete, this comprehensive textbook fills the gap between industrial and educational requirements by helping students understand the practical aspects of the modern design of concrete structures. Presenting the analysis and design of both reinforced and prestressed concrete elements, Structural Concrete is exceptionally logical and easy to read.

  • Sales Rank: #5707316 in Books
  • Published on: 2001-07-16
  • Original language: English
  • Number of items: 1
  • Dimensions: 10.25" h x 1.38" w x 8.25" l,
  • Binding: Hardcover
  • 772 pages

From the Back Cover

Structural Concrete: Theory and Design, 2e presents the analysis and design of both reinforced and prestressed concrete elements in an exceptionally logical and easy-to-read manner. In this textbook, M. Nadim Hassoun covers two courses in concrete design, one at the junior/senior level and one as a graduate course, Advance Reinforced Concrete. The book should also serve as a valuable reference for the practicing engineer and those interested in concrete materials and design.

The second edition revises the previous text to conform to the latest ACI Code 318-99.

New features in the Second Edition include:
  • Latest ACI Code requirements incorporated throughout.
  • New section on understanding the accuracy of calculations in engineering design.
  • Additional easy-to-follow examples are introduced in Chapters 3 and 4.
  • New Structural Aid tables added as Appendix C to help students to determine the moment, shear, and deflection for simple and continuous beams.

About the Author

M. Nadim Hassoun is a professor emeritus of Civil Engineering at South Dakota State University. His research interests include structural and limit-state behavior of reinforced concrete, prestressed, precast, and partially prestressed concrete, as well as the structural behavior of high-strength concrete. As a professional engineer, he has extensive experience in the design, construction, and management of buildings, bridges, and other types of structures. Prof. Hassoun has been a member of many engineering organizations, including ACI, PCI, NSPE, ASEE, EERI, ASCE, SDES, and ICE (London). He has written two books on concrete design and a number of papers on subjects related to concrete. Professor Hassoun was the 1986 recipient of the Northwest Burlington Award.

Excerpt. © Reprinted by permission. All rights reserved.
Preface to the Second Edition

The second edition of this book revises the previous text to conform to the latest American Concrete Institute (ACI) Code 318-99. It also includes additional sections, revisions, and editing of various chapters of the book. In Chapter 1, Section 1.11 has been added to help the student understand the accuracy of calculations in engineering design. Additional examples are introduced in Chapters 3 and 4 to elaborate on the behavior of reinforced concrete beams at failure and to combine structural analysis with concrete design. In Chapter 6, the section on crack control has been revised to conform to the ACI Code limits on distribution of flexural reinforcement. The code also made some changes in the shear for circular sections and spiral lap splices and introduced a limit on column slenderness ratio. These changes are covered in Chapters 8,10 and 12, respectively. An additional section on Coulomb theory for soil pressure has been introduced in Chapter 13. Revisions are also made in the design for torsion (Chapter 15) and in bars layout and extensions in two-way slabs without beams (Chapter 17). A new section on partially prestressed concrete has been added to Chapter 20. Structural aid tables are added as Appendix C to help the student and reader to determine the moment, shear, and deflection for simple and continuous beams. The book also contains numerous examples in International System (SI) units, summaries at the end of each chapter, and flow charts (in Chapter 21).

I would like to extend my sincere thanks to the reviewers for their constructive comments to revise the book in this final second edition.

Finally, the book is written to provide basic and reference materials on the analysis and design of reinforced concrete members in a simple, practical, and logical approach. Because this is a required course for seniors in civil engineering, I believe it will be accepted by reinforced concrete instructors at different universities as well as designers who can make use of the information in this book in their practical design of reinforced concrete structures. A solutions manual is provided. Software for the design of different reinforced concrete members is also available on a ftp site maintained by the publisher. Instructors should have received login instructions for themselves and their students from their Prentice Hall Engineering sales representative. All other users of the text should e-mail publisher at Prentice Hall at www.prenhall.com/hassoun to request login information.

Preface to the First Edition

The main objective of a course on reinforced concrete design is to develop, in the engineering student, the ability to analyze and design a reinforced concrete member subjected to different types of forces in a simple and logical manner using the basic principles of statics and some empirical formulas based on experimental results. Once the analysis and design procedure is fully understood, its application to different types of structures becomes simple and direct, provided that the student has a good background in structural analysis.

The material presented in this book is based on the requirements of the American Concrete Institute (ACI) Building Code (318-95). Also, information has been presented on material properties, including volume changes of concrete, stress-strain behavior, creep, and elastic and nonlinear behavior of reinforced concrete.

Concrete structures are widely used in the United States and almost all over the world. The progress in the design concept has increased in the last few decades, emphasizing safety, serviceability, and economy. To achieve economical design of a reinforced concrete member, specific restrictions, rules, and formulas are presented in the codes to ensure both safety and reliability of the structure. Engineering firms expect civil engineering graduates to understand the code rules and, consequently, to be able to design a concrete structure effectively and economically with minimum training period or overhead costs. Taking this into consideration, this book is written to achieve the following objectives:

  • To present the material for the design of reinforced concrete members in a simple and logical approach.
  • To arrange the sequence of chapters in a way compatible with the design procedure of actual structures.
  • To provide a large number of examples in each chapter in clear steps to explain the analysis and design of each type of structural member.
  • To provide an adequate number of practical problems at the end of each chapter to achieve a high level of comprehension.
  • To explain the failure mechanism of a reinforced concrete beam due to flexure and to develop the necessary relationships and formulas for design.
  • To explain why the code used specific equations and specific restrictions on the design approach based either on a mathematical model or experimental results. This approach will improve the design ability of the student.
  • To provide adequate number of design aids to help the student in reducing the repetitive computations of specific commonly used values.
  • To enhance the student's ability to use a total quality and economical approach in the design of concrete structures and to help the student to design reinforced concrete members with confidence.
  • To explain the nonlinear behavior and the development of plastic hinges and plastic rotations in continuous reinforced concrete structures.
  • To provide flowcharts to aid the students in writing their own programs, because computers are needed in the design of concrete structures. Flowcharts and computer programs are discussed in Chapter 21.
  • To provide a summary at the end of each chapter to help the student to review the materials of each chapter separately.
  • To provide new information on the design of some members, such as beams with variable depth (Chapter 8), stairs (Chapter 18); and curved beams (Chapter 19), that are not covered in other books on concrete.
  • To present information on the design of reinforced concrete frames, principles of limit design, and moment redistribution in continuous reinforced concrete structures.
  • To provide examples in SI units in all chapters of the book. Equivalent conversion factors from customary units to SI units are also presented. Design tables in SI units are given in Appendix B.
  • References are presented at the end of most chapters.
  • The book is an outgrowth of the author's lecture notes, which represent his teaching and industrial experience over the past 30 years. The industrial experience of the author includes the design and construction supervision and management of many reinforced, prestressed, and precast concrete structures. This is in addition to the consulting work he performed to international design and construction firms, professional registration in U.K. and other countries, and a comprehensive knowledge of other European codes on the design of concrete structures.

    The book is written to cover two courses in reinforced concrete design. Depending on the proficiency required, the first course may cover Chapters 1 through 11 and part of Chapter 13, whereas the second course may cover the remaining chapters. Parts of the late chapters may also be taught in the first course as needed. A number of optional sections have been included in various chapters. These sections are indicated by an asterisk (*)'in the Table of Contents, and may easily be distinguished from those which form the basic requirements of the first course. The optional sections may be covered in the second course or relegated to a reading assignment. Brief descriptions of the chapters are given below.

    The first chapter of the book presents information on the historical development of concrete, codes of practice, loads and safety provisions, and design philosophy and concepts. The second chapter deals with the properties of concrete as well as steel reinforcement used in the design of reinforced concrete structures, including stress-strain relationships, modulus of elasticity and shear modulus of concrete, shrinkage, creep, fire resistance, high-performance concrete, and fibrous concrete. Because the current ACI Code gives emphasis to the strength design method, this approach has been adopted throughout the text, except in Chapter 5, where the analysis of reinforced concrete sections by the working stress design is explained in order to enable the student and designer to check the deflection of flexural members under service loads. Chapters 3 and 4 cover the analysis and design of reinforced concrete sections based on strength design concept. The behavior of reinforced concrete beams loaded to failure, the types of flexural failure, and failure mechanisms are explained in a way that differs from other textbooks. It is essential for the student to understand the failure concept and the inherent reserve strength before using the necessary design formulas.

    Chapters 5 and 6 deal with the elastic behavior and serviceability of concrete beams, including deflection and control of cracking. Chapters 7 and 8 cover the bond, development length, shear, and diagonal tension. In Chapter 8, expressions are presented for designing members of variable depth in addition to prismatic sections. It is quite common to design members of variable depth in actual structures. Chapter 9 covers the design of one-way slabs, including joist-floor systems. Distribution of loads from slabs to beams and columns are also presented in this chapter to enhance the student's understanding of the design loads on each structural component. Chapters 10, 11, and 12 cover the design of axially loaded, eccentrically loaded, and long columns, respectively. Chapter 10 allows the student to understand the behavior of columns, failure conditions, ties and spirals, and other code limitations. Absorbing basic information, the student is introduced in Ch...

    Most helpful customer reviews

    9 of 9 people found the following review helpful.
    The BEST book on Concrete Design
    By Liiban A. Affi
    This is by far the best book on Reinforced Concrete Design. It is the most EFFICIENT way of learning the subject. It has theory, but it is also reinforced by plenty of examples and diagrams. For example if you want to learn rectangular footing design, it will take you less than 2 hrs for study, review and thorough understanding. The other plus of this book is it covers unusual but needed topics like stair design, balanced footing design and concrete pile caps methodology. Finally Dr. Hassoun also refers to the ACI code and blends it seamleesly with equations and examples and has SI problems as part of the book.

    0 of 0 people found the following review helpful.
    Excellent reference R. C. book
    By Notevale
    This is one of the best Reinforced Concrete book.

    See all 2 customer reviews...

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