Buy Reinforced Concrete Construction; With Examples Worked Out in Detail for All Types of Beams, Floors and Columns Volume 1
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Reinforced Concrete Construction; With Examples Worked Out in Detail for All Types of Beams, Floors and Columns Volume 1

Reinforced Concrete Construction; With Examples Worked Out in Detail for All Types of Beams, Floors and Columns Volume 1


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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. 1918 edition. Excerpt: ...the centre of compression and tension as before, but in this case the centre of compression will be at the centre of the compression bars, which may be placed anywhere within the compression area, but should be as far as possible from the neutral axis; 2 inches from the top is a convenient position in beams. The moment of tension will then be, a t(d--,1/) where a = the additional steel in tension, 3/ = the distance of the axis of the compression bars from the top of beam. Then the moment of compression will be A, c (d--y) where Ac = area of steel in compression 0 = compression per square inch in the steel. Both of these moments must equal the excess bending excess M H11--y) By placing the additional steel with that already determined, t will be the same, consequently taking 3/ as 2 inches, (L, 306 409 moment. Therefore a '= And Ac = excess M New 0 will depend on the Z"(flZ--a) value of m, and on the stress in the concrete at the point where the bars are placed, in this case 2 inches from the top. 0' will then equal m times the stress in the concrete 2 inches from the top (see p. 41). Ac may also be found with less trouble, by knowing the stresses are proportionate with the distance from the neutral axis, i.e. if the compression bars are the same distance from the axis as the tension bars the stress will be equal and the same area of metal would be required. If only half the distance from the axis, the stress will be half that in the tension bars, consequently double the quantity of steel would be required to take the same stress as taken by the tension bars. From this, the area of steel in compression must equal the area of steel in tension multiplied by Working this out to compare...


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Product Details
  • ISBN-13: 9781234227821
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 26
  • Spine Width: 1 mm
  • Width: 189 mm
  • ISBN-10: 1234227827
  • Publisher Date: 15 Jan 2013
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 68 gr


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