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The Theory and Practice of Modern Framed Structures Designed for the Use of Schools and for Engineers in Professional Practice

The Theory and Practice of Modern Framed Structures Designed for the Use of Schools and for Engineers in Professional Practice


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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. 1903 Excerpt: ...(1) the base of the columns a are fixed or anchored fast to the masonry while the bases of columns b are allowed to move in the direction of the arrows. In (2) the base of c is fixed and the bases of columns d are allowed to expand in the direction of the arrows. In each of these cases the bottom struts of the tower must be made strong enough to overcome the friction of the column on the bed-plates considering the tower unloaded. In making allowance for expansion a variation of temperature of 150 degrees is usually provided for. The change in length is generally assumed to be one inch in eighty feet. 258. The Design of the Truss.--For through spans the Pratt truss with inclined end posts has been found to be the most economical for spans under 180 feet; from 180 to 225 feet the curved chord single intersection truss is generally used, and above that length the curved chord single intersection truss with sub-panels. For skew through spans the straight chord must be used for all lengths, or a curved chord truss with one inclined and one vertical end post may be used. In the latter case the portal strut would connect the vertical end post of one truss with the vertical hanger from the top pin of the inclined post of the other truss. When inclined end posts are used in a skew bridge the two end posts that the portal connects must have the same inclination in order that the portal may not be a warped surface. For deck spans the triangular truss will generally be found to be economical. For long spans sub panels would be used. In general deck spans are more unstable, unless made very wide centre to centre of trusses, than through spans, as the floor and the tn.in surface exposed to the wind are further from the shoe or point of support. However, if the deck span ...


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Product Details
  • ISBN-13: 9781130844399
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 234
  • Spine Width: 12 mm
  • Width: 189 mm
  • ISBN-10: 1130844390
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 426 gr


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