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Home > History and Archaeology > History > The Theory of the Flexure and Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs
The Theory of the Flexure and Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs

The Theory of the Flexure and Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs


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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. 1913 edition. Excerpt: ...make the weakest points of the diagonal belts to lie ultimately not at the center, but, instead, just outside the diamond where they cross each other. Take the standard case where the central diamond reaches just across to the side belts. For square panels imagine a circle to be drawn concentric with each column of radius L/2. Any circle at a column will be tangent to the edges of four diagonal belts across the tops of the four columns adjacent to it, and then the octagon circumscribing it, whose sides cut at right angles all the belts that cross this column head, intersects but a single belt of rods as every point of its perimeter. It is evident that, so far as reinforcement is concerned, such a line or section cuts less steel per unit of perimeter than any other regular figure concentric with the column and that the reinforcement is entirely symmetrically disposed about the column center, so that in case of equal diagonal and side belts, it would be impossible from their geometry to distinguish the one from the other by anything inside the octagon. That fact would make it inherently probably that the stresses and strains of the rods where they cross any one side of this octagon should be approximately the same ultimately as in those that cross any other side, whether they be rods in a diagonal belt or in a side belt. And what will be attempted to be shown immediately is that ultimately the stresses and strains in these several belts approach equality. If that should be established, it will follow from the conclusion already reached as to the excess of the stresses and strains of the side belt over those at the center of the panel, that ultimately those at the edges of the ocatgon exceed those in the same rods at the center of the panel. The...


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Product Details
  • ISBN-13: 9781152059092
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 32
  • Spine Width: 2 mm
  • Width: 189 mm
  • ISBN-10: 1152059092
  • Publisher Date: 01 Jul 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 77 gr

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The Theory of the Flexure and Strength of Rectangular Flat Plates Applied to Reinforced Concrete Floor Slabs
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