The Theory and Practice of Modern Framed Structures Volume 2; Designed for the Use of Schools and for Engineers in Professional Practice
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The Theory and Practice of Modern Framed Structures Volume 2; Designed for the Use of Schools and for Engineers in Professional Practice

The Theory and Practice of Modern Framed Structures Volume 2; Designed for the Use of Schools and for Engineers in Professional Practice


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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. 1910 Excerpt: ...moment occurs for the centre portion of the span loaded, no load on the ends or the side spans. The maximum positive moment is 151,520,000 ft.-lbs. Under opposite loading conditions, the negative moment is found to be--36,575,000 ft.-lbs. 213. Straight Backstays.--Assume the side spans free and the trusses continuous from anchorage to anchorage, as in Fig. 37. The value of M2 and M3 are the same as given in Art. 209. In the case of the quantity m2 the upward pull of the side-span hangers is absent. This may be accounted for by placing /, in eq. (72) equal to zero and we have 2 / (777 + 3) In determining the value of H for this structure it is only necessary to place/, = o in the corresponding equation for the structure shown in (e) Structure over Three Openings. Trusses Continuous Over Towers. Fig. 39 (b) shows the variation of moments in the main and side spans in terms of M 2 and M3 as given by eqs. (86) and (87). The heavy line shows the resulting moment M', the values being as indicated on the figure. Fig. 34. The values of Lt and Lt will be the same as those given for the structure considered in Art. 206. Centre Hinge 214. Value of H.--The structure shown in Fig. 34 is sometimes built with a hinge at the centre of the main span. The trusses are continuous over the main towers and the side spans are suspended Fig. 38. from the cables as shown in Fig. 38. The method of analysis is similar to that used for the structure of Art. 209. When the cable is removed the stiffening truss forms a beam continuous over four supports, but hinged at the centre of the main span. For such a structure the reactions at the supports, and the moments and shears at any point, are found by the methods given for double drawbridges in Chap. II. Fig. 39 (a) shows the stiffening t...


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Product Details
  • ISBN-13: 9781231226353
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 118
  • Spine Width: 6 mm
  • Width: 189 mm
  • ISBN-10: 1231226358
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 227 gr


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