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Author: D. E. Allen
Publisher: National Research Council of Canada, Division of Building Research
ISBN:
Category : Structural design
Languages : en
Pages : 24
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Book Description
Author: D. E. Allen
Publisher: National Research Council of Canada, Division of Building Research
ISBN:
Category : Structural design
Languages : en
Pages : 24
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Book Description
Author: P. C. VARGHESE
Publisher: PHI Learning Pvt. Ltd.
ISBN: 8120320395
Category : Technology & Engineering
Languages : en
Pages : 577
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Book Description
This substantially revised second edition takes into account the provisions of the revised Indian Code of practice for Plain and Reinforced Concrete IS 456 : 2000. It also provides additional data on detailing of steel to make the book more useful to practicing engineers. The chapter on Limit State of Durability for Environment has been completely revised and the new provisions of the code such as those for design for shear in reinforced concrete, rules for shearing main steel in slabs, lateral steel in columns, and stirrups in beams have been explained in detail in the new edition. This comprehensive and systematically organized book is intended for undergraduate students of Civil Engineering, covering the first course on Reinforced Concrete Design and as a reference for the practicing engineers. Besides covering IS 456 : 2000, the book also deals with the British and US Codes. Advanced topics of IS 456 : 2000 have been discussed in the companion volume Advanced Reinforced Concrete Design (also published by Prentice-Hall of India). The two books together cover all the topics in IS 456 : 2000 and many other topics which are so important in modern methods of design of reinforced concrete.
Author: Ramchandra
Publisher: Scientific Publishers
ISBN: 9387869407
Category : Technology & Engineering
Languages : en
Pages : 1090
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Book Description
Bureau of Indian Standards, Delhi made large number of changes and alterations in IS: 456-2000, Code of Practice for Plain and Reinforced concrete. Realizing the necessity and importance, authors have updated the complete text and presented this subject "Limit State Design of Concrete Structures". Ultimate Limit State (ULS- conditions to be avoided) and serviceability Limit State (SLS- limits undesirable cracks and deflections) are two main essential elements of this subject. ULS includes `Limit State of Collapse in compression, in flexure, in shear and in torsion as sub elements. Whereas, SLS includes Limit State of Serviceability for deflections, cracking, fatigue, durability and vibrations as sub-elements. Features: (i) Text for life of concrete structures, fire resistance and corrosion. (ii) For all those, who carry-out their design using computer-programme, authors have given procedures (developed by them) for determining the stress in Hysd-steel bars corresponding to strain developed in concrete.
Author: Jack C. McCormac
Publisher:
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 744
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Author: Charles Edward Reynolds
Publisher: Spon Press
ISBN:
Category : Technology & Engineering
Languages : en
Pages : 332
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Book Description
Following an introduction to limit-state theory, this work covers such topics as bending moments on structural members, shearing and torsional forces, beam-and-slab constructions, columns subjected to axial loads and bending, bond and anchorage, structural stability and fire resistance.
Author: Nilson
Publisher: Wiley
ISBN: 9780471830733
Category :
Languages : en
Pages :
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Book Description
Author: L.M. Poukhonto
Publisher: CRC Press
ISBN: 9789058092298
Category : Technology & Engineering
Languages : en
Pages : 430
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Book Description
Contents: General principles of durability design of reinforced concrete structures: State of the art; Structural features of engineering installations for storage of dry materials and liquids; Analysis of defects and damages in reinforced concrete silos, bunkers, and reservoirs in service; Analysis of main degradation processes in concrete and reinforced concrete structures of engineering installations; Analysis of models of durability for the main degradation processes in concrete and reinforcement ; Investigation of statistical parameters of operational loads in engineering structures; Experimental and theoretical investigation of strength of reinforced concrete members of engineering structures under sustained low-cycle loading; Durability design of reinforced concrete structures of engineering installations based on the Limit State Method; Application of Finite Element Method in numerical investigation of durability of reinforced concrete silos; Practical methods of enhancing durability of reinforced concrete structures of engineering installations service; Conclusion; Index.
Author: Giandomenico Toniolo
Publisher: Springer
ISBN: 3319520334
Category : Technology & Engineering
Languages : en
Pages : 854
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Book Description
This textbook describes the basic mechanical features of concrete and explains the main resistant mechanisms activated in the reinforced concrete structures and foundations when subjected to centred and eccentric axial force, bending moment, shear, torsion and prestressing. It presents a complete set of limit-state design criteria of the modern theory of RC incorporating principles and rules of the final version of the official Eurocode 2. This textbook examines methodological more than notional aspects of the presented topics, focusing on the verifications of assumptions, the rigorousness of the analysis and the consequent degree of reliability of results. Each chapter develops an organic topic, which is eventually illustrated by examples in each final paragraph containing the relative numerical applications. These practical end-of-chapter appendices and intuitive flow-charts ensure a smooth learning experience. The book stands as an ideal learning resource for students of structural design and analysis courses in civil engineering, building construction and architecture, as well as a valuable reference for concrete structural design professionals in practice.
Author: Mete A. Sozen
Publisher: CRC Press
ISBN: 1482231484
Category : Technology & Engineering
Languages : en
Pages : 300
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Book Description
Encouraging creative uses of reinforced concrete, Principles of Reinforced Concrete Design draws a clear distinction between fundamentals and professional consensus. This text presents a mixture of fundamentals along with practical methods. It provides the fundamental concepts required for designing reinforced concrete (RC) structures, emphasizing principles based on mechanics, experience, and experimentation, while encouraging practitioners to consult their local building codes. The book presents design choices that fall in line with the boundaries defined by professional consensus (building codes), and provides reference material outlining the design criteria contained in building codes. It includes applications for both building and bridge structural design, and it is applicable worldwide, as it is not dependent upon any particular codes. Contains concise coverage that can be taught in one semester Underscores the fundamental principles of behavior Provides students with an understanding of the principles upon which codes are based Assists in navigating the labyrinth of ever-changing codes Fosters an inherent understanding of design The text also provides a brief history of reinforced concrete. While the initial attraction for using reinforced concrete in building construction has been attributed to its fire resistance, its increase in popularity was also due to the creativity of engineers who kept extending its limits of application. Along with height achievement, reinforced concrete gained momentum by providing convenience, plasticity, and low-cost economic appeal. Principles of Reinforced Concrete Design provides undergraduate students with the fundamentals of mechanics and direct observation, as well as the concepts required to design reinforced concrete (RC) structures, and applies to both building and bridge structural design.
Author: Raymond Ian Gilbert
Publisher: CRC Press
ISBN: 1482288710
Category : Technology & Engineering
Languages : en
Pages : 447
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Book Description
Serviceability failures of concrete structures involving excessive cracking or deflection are relatively common, even in structures that comply with code requirements. This is often as a result of a failure to adequately account for the time-dependent deformations of concrete in the design of the structure. The serviceability provisions embodied in
