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Bridge Engineering Volume 1

Bridge Engineering Volume 1


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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. 1916 Excerpt: ...in taking stress from the end post and chord, since these plates can take loads perpendicular to the cut of the web-plates only; but, on the other hand, the bearing resistance of the milled surfaces is neglected, so that it is entirely satisfactory to consider the rivets in the said outside plates to be of full efficiency. We shall now test the various sections marked A A, BB, etc. Acting on section A A, we have a force of 587,000 pounds from UUi along its centre line; and from L0Ui one of 224,000 pounds in the opposite direction in addition to a force of 175,000 pounds normal to the section and located five and one-half (5J) inches to the left of the panel point. These last two forces are the components of that part of the stress from LJJ 62 acting above the section, viz., -of the total stress. This ratio was Uo found by counting the number of rivets in the entire connection through the upper end of the inclined end post, and that portion thereof lying above the section A A. These, forces, as well as all others to be considered, are taken for one side only. They are indicated in Fig. 22nnn. The moment of these forces about the centre of gravity of the section is M = 363,000 X 11.62-175,000 X 7 = 3,000,000 in. lbs. The gross area of the section is 72" X 1" = 72 sq. inches. Therefore the bending stress is 6X3,000,000 1 X 72 X 72 X.63 X.63 the factor 0.63 in the denominator being the cosine of the angle between a normal to the section and the inclined edge of the plate; and the direct stress is 175,000 giving extreme fibre stresses of / = 6,300 lbs. and ft = 11,300 lbs. The unit tensile stress on the net section will evidently be larger than 11,300 pounds per square inch by about twenty (20) per cent, since there are rivets six (6) inches betw...


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Product Details
  • ISBN-13: 9781236390318
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 450
  • Spine Width: 23 mm
  • Width: 189 mm
  • ISBN-10: 1236390318
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 798 gr


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