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On the Theory and Calculation of Continuous Bridges

On the Theory and Calculation of Continuous Bridges


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About the Book

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. 1876 edition. Excerpt: ...in the span Zn the first a section between re and a point i, the second between i and ' and the third between V and n +1. These points i and i' are called fixed inflection points, and they enjoy the property that all loads on the spans to the Fig. 8. right of ln produce no moment at i, while all loads on the spans to the left of In produce no moment at i'. The position of these points depend only upon the lengths and number of the spans of the girder, or upon the numbers c and d given by (II). If the distance from n to i be denoted by i, and that from n to i' by i', the following simple formulae Cn--Cn + i ---n+2--8--n+1 will give the position of the fixed inflection points in any span lB. In order to render these distributions of load clear, let us imagine the section x to move from the support n to n+1. When the section is at n the live load covers the whole span n to render the moment at a; a maximum, as x passes toward i the load recedes rapidly toward n + 1, until when x reaches i the span la becomes empty, and the loads on the following spans shift as shown in Fig. 8. As x passes from i to i' the span ln remains empty as in the second sketch aud when it reaches i' the loads on the preceding spans shift. As soon as x passes i' the load begins to come on at n, which rapidly increases as x moves, until it covers the whole span when x coincides with n+1. The arrangements of loading for causing the maximum negative moment in any section depend likewise upon the position of that section with reference to the fixed inflection points, and are in all cases exactly the reverse of those for the positive moment. It will be seen, then, that the maximum moments between the supports and the fixed inflection points cannot be determined...


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Product Details
  • ISBN-13: 9781234395070
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 24
  • Spine Width: 1 mm
  • Width: 189 mm
  • ISBN-10: 123439507X
  • Publisher Date: 22 Jan 2013
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 64 gr


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