Titlebook: Reinforced Concrete Design; W. H. Mosley,J. H. Bungey Textbook 1990Latest edition W. H. Mosley and J. H. Bungey 1990 concrete.design.reinf

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书目名称Reinforced Concrete Design影响因子(影响力)




书目名称Reinforced Concrete Design影响因子(影响力)学科排名




书目名称Reinforced Concrete Design网络公开度




书目名称Reinforced Concrete Design网络公开度学科排名




书目名称Reinforced Concrete Design被引频次




书目名称Reinforced Concrete Design被引频次学科排名




书目名称Reinforced Concrete Design年度引用




书目名称Reinforced Concrete Design年度引用学科排名




书目名称Reinforced Concrete Design读者反馈




书目名称Reinforced Concrete Design读者反馈学科排名

整顿

Limit State Design,he deformation of the members does not detract from the appearance, durability or performance of the structure. Despite the difficulty in assessing the precise loading and variations in the strength of the concrete and steel, these requirements have to be met. Three basic methods using factors of sa

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滔滔不绝的人

Analysis of the Section,tical overall layout of the structure, careful attention to detail and sound constructional practice. Nevertheless the total design of a structure does depend on the analysis and design of the individual member sections.

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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 chapter 7, 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 8.2 of th

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圆桶

Design of Reinforced Concrete Beams, and torsional moments. At the same time serviceability requirements must be considered to ensure that the member will behave satisfactorily under working loads. It is difficult to separate these two criteria, hence the design procedure consists of a series of interrelated steps and checks. These st

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Design of Reinforced Concrete Slabs,forms such as . solid slabs, ribbed slabs or precast units. Slabs may span in one direction or in two directions and they may be supported on monolithic concrete beams, steel beams, walls or directly by the structure’s columns.

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