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Construction; A Journal for the Architectural, Engineering and Contracting Interests of Canada Volume 8

Construction; A Journal for the Architectural, Engineering and Contracting Interests of Canada Volume 8


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About the Book

This historic book may have numerous typos and missing text. Purchasers can usually download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1915 edition. Excerpt: ... in the pent house on the roof, with a rotation of four hundred and eighty times per minute, expels the foul air from the main duct, thirty-eight by twenty-four inches through a thirty-inch square discharge cap of thirtytwo ounce copper. The material used for the supply and discharge pipe is 18-gauge galvanized iron. In excavating, the soil was found to consist of an upper layer of clay extending to a depth of thirty feet, covering a threefoot layer of hard and scaly clay, which in turn topped a deep strata of very dense shale, resisting in test a load of seventy tons per square foot. The excavation was started September, 1913, the steel work in February, 1914, and the stone and terra cotta in the following April. In referring to the constructional features of the Royal Bank the Canadian Engineer states, that as no part of the basement is excavated down to the shale, caissons were sunk through the clay until bed rock was reached at each of the forty-one points where a column foundation was required. Each column is carried upon a separate pier, with the exception of those which are carried on cantilever girders, or on plain girders. All piers, with the exception of those along the extreme north end of the building, are circular in plan, and vary in diameter from 4 ft. 4 in. to 6 ft. 8 in. at the top, according to the proportion of the load that is transmitted to them. These piers are increased in diameter at the bottom by an additional two feet in each case, the enlargement tapering through a height of three feet. On an average, each pier carries a load of about fourteen tons per sq. ft. Owing to the nature of the soil, in sinking for piers it was found unnecessary to use any form of hollow caisson or piling, as the clay walls were...



Product Details
  • ISBN-13: 9781234069773
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 182
  • Spine Width: 10 mm
  • Width: 189 mm
  • ISBN-10: 1234069776
  • Publisher Date: 13 Jan 2013
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 336 gr


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