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

本能

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.

杂色

Limit State Design,e precise loading and variations in the strength of the concrete and steel, these requirements have to be met. Three basic methods using factors of safety to achieve safe, workable structures have been developed; they are

600

Individual

Design of Reinforced Concrete Beams,king loads. It is difficult to separate these two criteria, hence the design procedure consists of a series of interrelated steps and checks. These steps are shown in detail in the flow chart in figure 7.1, but may be condensed into three basic design stages

Parley

男学院

Foundations, 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.

PTCA635

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.

Magnificent

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.

incite

缓和

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 the chapter on slab design.