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Home > History and Archaeology > History > A Practical Treatise on Engineering and Building Foundations Volume 1; Including Sub-Aqueous Foundations
A Practical Treatise on Engineering and Building Foundations Volume 1; Including Sub-Aqueous Foundations

A Practical Treatise on Engineering and Building Foundations Volume 1; Including Sub-Aqueous Foundations


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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. 1920 Excerpt: ...specified for this purpose in the design of beams, 40 pounds per square inch, for 1: 2: 4 concrete, may be applied to the design of footings. The punching shear may be calculated for the vertical sections which inclose the pier footing, although it may be expected that shear failure may not be produced exactly on this section. The value now generally accepted for punching shear, 120 pounds per square inch for 1: 2: 4 concrete, may be used for the working stress in this case. 7. No failures of concrete in compression were observed, and none would be expected with the low percentages of reinforcement used. The compressive stresses in the pier of the footing were in some cases very high and in a few instances the pier failed and was replaced by a cube of concrete. In frequent cases there were signs of distress near the intersection of pier and footing where there is an abrupt change in direction of surfaces and where the combined stresses are very high. 8. In stepped footings, the abrupt change in the value of the arm of the resisting moment at the point where the depth of footing changes may be expected to produce a correspondingly abrupt increase of stress in the reinforcing bars. Where the step is large in comparison with the projection, the bond stress must become abnormally large. It is evident that the distribution of bond stress is quite different from that in a footing of uniform thickness. The sloped footing also gives a distribution of stress which is different from that in a footing of uniform thickness. However, for footings of uniform thickness the bond stress is a maximum at the section at the face of the pier; in a sloped footing the bond stress at the section at the face of the pier would be less accordingly than in a footing of uniform thickne...


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Product Details
  • ISBN-13: 9781236204264
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 156
  • Spine Width: 8 mm
  • Width: 189 mm
  • ISBN-10: 1236204263
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 290 gr

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A Practical Treatise on Engineering and Building Foundations Volume 1; Including Sub-Aqueous Foundations
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