Titlebook: Reinforced Concrete Design to Eurocode 2; W. H. Mosley,R. Hulse,J. H. Bungey Textbook 1996Latest edition W. H. Mosley, R. Hulse and J. H.

Recessive

Foundations and Retaining Walls,il must not be exceeded otherwise excessive settlement may occur, resulting in damage to the building and its service facilities, such as the water or gas mains. Foundation failure can also affect the overall stability of a structure so that it is liable to slide, to lift vertically or even overturn.

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uations are included in the Appendix, referenced from the teThis text is developed from the established and well-known textbook .Reinforced Concrete Design..It adopts the same format of presentation to cover the design and detailing of reinforced and prestressed concrete members and structures to th

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Prestressed Concrete,timate limit state criteria for bending and shear. In addition to the concrete stresses under working loads, deflections must be checked, and attention must also be paid to the construction stage when the prestress force is first applied to the immature concrete. This stage is known as the ..

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Shear, Bond and Torsion,e choice and arrangement of the reinforcement are dealt with in the chapters on member design, particularly ., which contains examples of the design and detailing of shear and torsion reinforcement in beams. Punching shear caused by concentrated loads on slabs is covered in section 8.1.1 of the chapter on slab design.

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