Titlebook: Brickwork; S. Smith Textbook 1975Latest edition S. Smith 1975 Asbest.Asphalt.Bitumen.concrete.construction.foundation.masonry.Mast.magnesi

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书目名称Brickwork影响因子(影响力)




书目名称Brickwork影响因子(影响力)学科排名




书目名称Brickwork网络公开度




书目名称Brickwork网络公开度学科排名




书目名称Brickwork被引频次




书目名称Brickwork被引频次学科排名




书目名称Brickwork年度引用




书目名称Brickwork年度引用学科排名




书目名称Brickwork读者反馈




书目名称Brickwork读者反馈学科排名

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Foundations,lus the superimposed loads imposed by the occupants furniture and other equipment. Bearing capacities of soils vary considerably and the load on the sub-foundation must be spread over a safe bearing area. For houses and small structures of two or three storeys this is usually achieved by means of a

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Block walls,three headings:. Dense concrete blocks having a block density of not less than 1500 kg/m. (93.61b/ft.). The block density is obtained by dividing the weight of a block by the overall volume, including holes and cavities. Aggregates may be sand and crushed gravel, crushed slag or broken brick. Type “

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Brick arches,ening exceeds 600mm (2ft). A number of methods of supporting brick lintels are shown in Fig. 30. For comparatively short spans, a wrought iron or steel bar as shown in Figs 14(C) and 30(A) will suffice. For wider spans, a steel angle may be used (Fig. 30(B)). A method of supporting a soldier arch by

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