The book Engineering of Shops And Factories was written by author H G Henry Grattan Tyrrell Here you can read free online of Engineering of Shops And Factories book, rate and share your impressions in comments. If you don't know what to write, just answer the question: Why is Engineering of Shops And Factories a good or bad book?
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Apart. The tendency, however, in recent years is to use heavier slabs and fewer beams, and^it is now common to find beams 16 to 20 ft. Apart, at the columns only, without intermediate joists. Slabs may be supported at all four sides or at two sides only, CONCRETE UPPER FLOORS 181 the first^bemg] the strongest and most economical arrangement. With four side supports, the reinforcing steel will lie in two direc- tions at right angles to each other, and for economy, the slabs should be continuous ...over their supports. Another economical plan is to use slabs 8 to 12 ft. Long, supported on lines of beams resting directly on the columns without joists or cross girders. Roof framing is usually made of the same dimensions as the floors, for extra stories can then be added if desired without removing the roof or strengthening it. In some cases, however, as in the machine shop at Toronto, mentioned above, the roof framing is made lighter than the floor. Wire mesh or expanded metal is more convenient for slab reinforcement than loose bars, for it is made at a factory and can be spread out in sheets.
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