Author: Gajanan M. SabnisPublisher:
ISBN:
Category : Concrete construction
Languages : en
Pages : 452
Book Description
Deflections of Concrete Structures
Author: Gajanan M. SabnisPublisher:
ISBN:
Category : Concrete construction
Languages : en
Pages : 452
Book Description
Deflections of Concrete Structures
Author: Publisher:
ISBN:
Category : Reinforced concrete construction
Languages : en
Pages : 662
Book Description
Control of Deflection in Concrete Structures
Author: Code Provisions for Deflection Control in Concrete Structures
Author: Edward G. NawyPublisher:
ISBN:
Category : Science
Languages : en
Pages : 220
Book Description
Deformation of Concrete Structures
Author: Dan E. BransonPublisher: McGraw-Hill Companies
ISBN:
Category : Science
Languages : en
Pages : 584
Book Description
Control of Deflection in Concrete Structures
Author: Publisher:
ISBN: 9780614111347
Category : Concrete
Languages : en
Pages : 77
Book Description
Concrete Structures
Author: A. GhaliPublisher: CRC Press
ISBN: 1000143058
Category : Technology & Engineering
Languages : en
Pages : 646
Book Description
This text presents the most effective analysis for predicting the true stresses and deflections of concrete structures, accounting for creep and shrinkage of concrete and relaxation of prestressed reinforcement. Sustainability has become a major requirement in modern structures, which need to sustain satisfactory service over a longer life. It is not rare to specify a life span of 100 years for infrastructure such as bridges. This complete and wide-ranging study of stresses and deformations of reinforced and prestressed concrete structures focuses on design methods for avoiding the deflections and cracking that diminish serviceability. This fourth edition has a new emphasis on designing for serviceability. It has been comprehensively updated. It now includes 65 solved examples and more than 45 instructive problems with answers given at the end of the book. An accompanying website contains design calculation programs, which allow interactive data input. Independent of codes of practice, the book is universally applicable, and is especially suitable for practising engineers and graduate students.
Deflections of Concrete Structures
Author: Control of Deflection in Concrete Structures
Author: American Concrete Institute. Committee 435Publisher:
ISBN:
Category :
Languages : en
Pages : 77
Book Description
Serviceability Limit State of Concrete Structures
Author: FIB – International Federation for Structural ConcretePublisher: FIB - International Federation for Structural Concrete
ISBN: 2883941351
Category : Technology & Engineering
Languages : en
Pages : 219
Book Description
Serviceability limit states are essential for appropriate function and durability of concrete structures. The attention is paid especially to the stress limitation, crack width analysis and deflection analysis. The document provides supplementary information to the fib Model Code 2010 (MC2010), where a limited space did not allow for a detailed description of individual procedures. The principles used in MC2010 in chapter 7.6 are explained in detail within this document. The stress analysis is focused on stresses in concrete and steel including the stress redistribution due to the long-term load and cracking of reinforced concrete and prestressed concrete elements. Crack width analysis explains the mechanism of cracking under mechanical loading and due to deformation restraint. Cracks in prestressed concrete elements are also discussed. Deflection analyses with different levels of accuracy are described including the shear effects. Examples illustrate the practical application of rules defined in the MC2010 of individual serviceability limit states. Simplified and more general methods are used. An important part of the bulletin shows the development and extension of the serviceability limit states after publishing of the MC2010 and alternative approaches. Special attention is paid to deflections of prestressed concrete beams, shear effects on deflection, slenderness limits and influence of the concrete cover. The final part deals with an application of numerical simulations.