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Further Problems in the Theory and Design of Structures; An Advanced Text-Book for the Use of Students, Draughtsmen and Engineers Engaged in Constructional Work

Further Problems in the Theory and Design of Structures; An Advanced Text-Book for the Use of Students, Draughtsmen and Engineers Engaged in Constructional Work


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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. 1914 Excerpt: ...in the various members due to the load and the thrust H acting together. Fig. 63a shows an example of this, (a) shows an arch roof truss hinged at the ends, the load being in tons. The stress diagram (c) is first drawn for the vertical reactions only; this is equivalent to assuming one of the hinges replaced by a roller bearing. This diagram gives the value of F for each member. Taking 10 tons as a unit horizontal load, the diagram (b) is next drawn, the load o 1 being the only external load; in this diagram, of course, the points 1, 2, 3, 2, 1 coincide. This diagram gives the value of U for each member. In these calculations the cross section of each of the members has to be assumed F U L U-L beforehand. The value of--and are next calculated for each member, and the corresponding quantities are all added together, thus enabling H to be calculated according to equation (4). In these summations due allowance must, of course, be made for the sign of the stress. In the present case this calculation gives H = 167 tons. A new stress diagram (d) is then drawn from this value of H (i.e., i-4, 1-4 = 167 tons), and from this the stresses in the arched truss are found. Reaction Locus for two-pinned Spandril Arch.--If the thrust and reactions be calculated for each node or panel point of the top flange, the reaction locus can be obtained as in the case of the arch ribs. In order to save considerable labour, it is usual in the design of structures of this type to adopt a reaction locus given by some formula. The following loci are commonly given: --(a) Johnsons Parabolic Locus.--This is of the form 2-5 (r-d) x=-T._, ----+ r + 2-2 d (1) and was claimed by Professor J. B. Johnson to give results within 5 per cent. (b) Johnsonxs Hvperbolic Locus.--This formula is a later on.


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Product Details
  • ISBN-13: 9781231137352
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 46
  • Spine Width: 3 mm
  • Width: 189 mm
  • ISBN-10: 1231137355
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 100 gr


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