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This book addresses an overall approach presenting comprehensive principles and description of the analysis and design of prestressed concrete members, from its initial design concepts, analysis, to the construction stage. The structural components are analyzed and designed to conform to the requirements of Eurocodes, [that are similar to Indian Standard Codes] followed throughout the world. In order to elaborate on the concept of prestressed concrete, seven different cases are dealt with in this book to add an analytical approach to the subject. The concepts explained are well-supported with the mathematical derivations and problem formulations. Illustrative figures and tables further help in making understanding of the concepts easier. The book serves as a reference for the undergraduate students of civil and structural engineering.
This revision of a popular text discusses the behavior, analysis, and design of prestressed concrete structures. Changes in the Second Edition include a new emphasis on partially prestressed concrete members, flexural strength calculations, deflection calculations, crack width calculations, along with new information on high strength materials, and more. Develops an understanding of design methods used in practice and familiarity with the important provisions of the governing 1983 Building Code of the American Concrete Institute. Balance of theory and practice provides a clear survey of design principles. Problems at the end of every chapter illustrate concepts.
Fully up to date with the developing Eurocode 2 Worked examples in spreadsheet format Practical and accessible text
This textbook imparts a firm understanding of the behavior of prestressed concrete and how it relates to design based on the 2014 ACI Building Code. It presents the fundamental behavior of prestressed concrete and then adapts this to the design of structures. The book focuses on prestressed concrete members including slabs, beams, and axially loaded members and provides computational examples to support current design practice along with practical information related to details and construction with prestressed concrete. It illustrates concepts and calculations with Mathcad and EXCEL worksheets. Written with both lucid instructional presentation as well as comprehensive, rigorous detail, the book is ideal for both students in graduate-level courses as well as practicing engineers.
The 14th edition of the classic text, Design of Concrete Structures, is completely revised using the newly released 2008 ACI (American Concrete Institute) Code. This new edition has the same dual objectives as the previous editions; first to establish a firm understanding of the behavior of structural concrete, then to develop proficiency in the methods used in current design practice. Design of Concrete Structures covers the behavior and design aspects of concrete and provides updated examples and homework problems. New material on slender columns, seismic design, anchorage using headed deformed bars, and reinforcing slabs for shear using headed studs has been added. The notation has been thouroughly updated to match changes in the ACI Code. The text also presents the basic mechanics of structural concrete and methods for the design of individual members for bending, shear, torsion, and axial force, and provides detail in the various types of structural systems applications, including an extensive presentation of slabs, footings, foundations, and retaining walls.
This book is suited for a first course in pre-stressed concrete design offered to senior undergraduate students in civil engineering and postgraduate students in structural engineering. The book focuses on the behaviour of the pre-stressed concrete structural elements. Carefully-chosen worked examples are included to delineate the design aspects while relevant chapter-end questions enable effortless recapitulation of the subject. The content, while being useful to both the students and teachers, will also serve as an invaluable reference for engineers.
These volumes contain the edited documents presented at the NATO-Sponsored Advanced Research Workshop (ARW) on Partial Pre8tre88ing, from Theory to Practice, held at the CEBTP Research Centre of Saint-Remy-Ies-Chevreuse, France, June 18-22, 1984. The workshop was a direct extension of the International Symposium on Nonlinearity and Continuity in Pre8tre88ed Concrete, organized by the editor at the University of Waterloo, Waterloo, Canada, July 4-6, 1983. The organization of the NATO-ARW on Partial Prestressing was prompted by the need to explain and reduce the wide dirrerences of expert oph:iipn· on the subject, which make more difficult the accep tance of partial prestressing by the profession at large. Specifically, the workshop attempted to: - produce a more unified picture of partial presetressing, by con fronting and, where possible, reconciling some conflicting American and European views on this subject; - bring theoretical advances on partial prestressing within the grasp of engineering practice; - provide the required background for developing some guidelines on the use of partial prestressing, in agreement with existing structural concrete standards. The five themes selected for the workshop agenda were: (1) Problems of Partially Prestressed Concrete (PPC). (2) Partially Prestressed Concrete Members: Static Loading. (3) PPC Members: Repeated and Dynamic Loadings. (4) Continuity in Partially Prestressed Concrete. (5) Practice of Partial Prestressing.
In design practice today it is usual to carry out the detailed design of members of conventional reinforced concrete, structural steelwork or prestressed concrete using computer software. Although much time is saved, this may have the unfortunate consequence that the much of the "feel" for the design is lost. This is particularly true in prestressed concrete, especially when indeterminate members are involved. Indeed the topic may be less well understood as many undergraduate courses neglect the teaching of the subject almost entirely. Thus the design of prestressed concrete members, in buildings particularly, is often left to specialist contractors. The focus of this book is to provide a conceptual understanding of the topic. The approach taken is design-based rather than a more rigorously analytical one. Hand-based methods are emphasized where relevant. Numerous worked examples are presented as well as extended examples on a pre-tensioned double tee floor and a post tensioned flat plate floor to illustrate the points made. The codes used are the European Code EC2 and the Concrete Society Technical Report TR43, while, for comparison, reference is sometimes made to other codes, e.g., the American Code ACI-318.
Of Step-by-Step Trial-and-Adjustment Procedure for the Service-Load Design of Prestressed Members -- Design of Composite Post-Tensioned Prestressed Simply Supported Section -- Ultimate-Strength Flexural Design -- Load and Strength Factors -- ACI Load Factors and Safety Margins -- Limit State in Flexure at Ultimate Load in Bonded Members: Decompression to Ultimate Load -- Preliminary Ultimate-Load Design -- Summary Step-by-Step Procedure for Limit at Failure Design of the Prestressed Members -- Ultimate Strength Design of Prestressed Simply Supported Beam by Strain Compatibility -- Strength Design of Bonded Prestressed Simply Supported Beam Using Approximate Procedures -- SI Flexural Design Expression -- Shear and Torsional Strength Design -- Behavior of Homogeneous Beams in Shear -- Behavior of Concrete Beams as Nonhomogeneous Sections -- Concrete Beams without Diagonal Tension Reinforcement -- Shear and Principal Stresses in Prestressed Beams -- Web-Shear Reinforcement -- Horizontal Shear Strength in Composite Construction -- Web Reinforcement Design Procedure for Shear -- Principal Tensile Stresses in Flanged Sections and Design of Dowel-Action Vertical Steel in Composite Sections -- Dowel Steel Design for Composite Action -- Dowel Reinforcement Design for Composite Action in an Inverted T-Beam -- Shear Strength and Web-Shear Steel Design in a Prestressed Beam -- Web-Shear Steel Design by Detailed Procedures -- Design of Web Reinforcement for a PCI Standard Double Composite T-Beam -- Brackets and Corbels.