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

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Analysis of the Structure,idual member must be capable of resisting the forces acting on it, so that the determination of these forces is an essential part of the design process. The full analysis of a rigid concrete frame is rarely simple; but simplified calculations of adequate precision can often be made if the basic action of the structure is understood.

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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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mechanical

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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Water-retaining Structures and Retaining Walls,rs. Because of their specialised nature, however, design is often governed by factors which may be regarded as secondary in normal reinforced concrete work. Such structures are relatively common, in one form or another, and hence justify coverage in some detail.

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s and structures. It will appeal both to students and design engineers. The fourth edition incorporates information on the recently introduced British Standard Code of practice for water retaining structures BS8007. The authors have also taken the opportunity of making minor revisions, generally based on the recommendations of BS8110.

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W. H. Mosley and J. H. Bungey 1990

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Properties of Reinforced Concrete,n, to a slender curved dome or shell. Its utility and verstatility is achieved by combining the best features of concrete and steel. Consider some of the widely differing properties of these two materials that are listed below.

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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