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Home > Law > Jurisprudence and general issues > Notes on the Compressive Resistance of Freestone, Brick Piers, Hydraulic Cements, Mortars and Concretes
Notes on the Compressive Resistance of Freestone, Brick Piers, Hydraulic Cements, Mortars and Concretes

Notes on the Compressive Resistance of Freestone, Brick Piers, Hydraulic Cements, Mortars and Concretes


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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. 1888 Excerpt: ...to 740,000 pounds, when the last observation was taken. The shortness of the concave bends where they exist, and their nearly complete absence in most other samples of freestone, indicates the rigidity and brittle character of that material, and the advisability, in building, of imposing upon it but moderate loads. During the process of loading there are scarcely any audible or visible indications of the effects of pressure, except what may be inferred from the readings of the micrometer. In every instance the piece failed suddenly; therefore the micrometer was removed as a matter of precaution at a comparatively early stage, except in a few cases, in which the fracture took place sooner than was anticipated. According to the rules given by Professor Thurston (Report of the United States Board on testing iron, steel, and other metals), "a perfectly straight line beneath the elastic limit, perfectly parallel with the elastic line, shows the material to be homogeneous as to strain, i.e., to be free from internal strains such as are produced (in metals) by irregular or rapid cooling, or by working too cold. Any variation from this line indicates the existence and measures the amount of strain. A line considerably curved exhibits the existence of such strain." With woods which Professor Thurston tested in regard to their resistance to torsion, the autographic line of the diagram, up to the elastic limit, is almost perfectly straight. With freestone, and to a less degree with mortars and concretes, the portion of the diagram referred to, and more especially its initial part, shows by its convexity and by other irregularities the defects of the material as regards homogeneity as to strain. It is further stated as a rule, that " a line rising from t...


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Product Details
  • ISBN-13: 9781130341195
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 36
  • Spine Width: 2 mm
  • Width: 189 mm
  • ISBN-10: 1130341194
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 82 gr


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