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Minutes of Proceedings of the Institution of Civil Engineers Volume 54, PT. 4

Minutes of Proceedings of the Institution of Civil Engineers Volume 54, PT. 4


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About the Book

This historic book may have numerous typos and missing text. Purchasers can download a free scanned copy of the original book (without typos) from the publisher. Not indexed. Not illustrated. 1878 Excerpt: ...at) _, the other ) For columns with flat bearings = jsJsa For columns with flat bearing at one end and rounded at _ the other ) " 55to "I, length of column in inches. "h, diameter of column in the direction of its greatest deflection. "r, radius of gyration of cross-section of columns in the direction of its greatest deflection. In order to test thoroughly the mathematical correctness of the formula, experiments should have been made with the same pressure on columns of different lengths and shapes of cross-section, made of the same iron, of uniform quality, and all fittings made, and measurements taken with great precision. All these conditions could not be realised. But for the objects in view--which were to ascertain whether the formula could be applied in practice with very approximately correct results, and, if so, to determine the correct value of the constant /--soientifio nicety was not necessary; it was preferable, on the contrary, that the conditions of the experiments should be the same as those actually met with in posts and struts as they stand in iron structures. "The following general conclusions can be drawn from the examination and comparison of all the tests made on columns: --"1. For columns of the same shape, of different lengths, mode of the same kind of iron, the values of / calculated from the formulas, do not differ more than can reasonably be accounted for by the ordinary want of unformity in the quality of tho iron, the differences not being greater than those between the ultimate tensile strengths, obtained with specimens of iron of the same manufacture. "2. For columns of different shapes of cross-section, and made of different kinds of iron, the values of / calculated do not vary more th...


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Product Details
  • ISBN-13: 9781232298342
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 162
  • Spine Width: 9 mm
  • Width: 189 mm
  • ISBN-10: 1232298344
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 299 gr


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Minutes of Proceedings of the Institution of Civil Engineers Volume 54, PT. 4
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