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Titlebook: Brickwork; S. Smith Textbook 1972Latest edition S. Smith 1972 Asbest.Asphalt.Bitumen.concrete.construction.foundation.masonry.Mast.megnesi

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Die Geschichte der Eucharistischen Feier,s of side should be adopted as a basis, so as to give a triangle of adequate size. Thus if 3 ft is taken as a basis then the triangle will have sides 9 ft (3 x 3 ft), 12 ft (3 x 4 ft) and 15 ft (3 x 5 ft). If 1 m is used as a basis then the sides will be 3 m, 4 m and 5 m. When setting out large buil
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Bricks, will depend upon the composition of the clay or shale used, and the method of manufacture. Brick earths are composed mainly of silica and alumina, with small amounts of other materials, such as metallic oxides.
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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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Jointing and pointing,bed, ensuring a homogeneous joint which has a greater resistance to frost action than a later pointed finish. The method is quicker and cheaper than pointing, but has the disadvantage that it is difficult to maintain a uniform colour throughout the work and staining may occur in wet weather. Joints
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Brick arches,ening exceeds 2 ft (610 mm). 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
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