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The Theory and Practice of Modern Framed Structures, Designed for the Use of Schools and for Engineers in Professional Practice Volume 2-3

The Theory and Practice of Modern Framed Structures, Designed for the Use of Schools and for Engineers in Professional Practice Volume 2-3


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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. 1910 Excerpt: ...of p per unit of length extending a distance k I from the left end of the span, as shown in Fig. 50, the constants of integration for the loaded section A B and for the unloaded section B C, may be determined at the same time. The constants for the loaded section will be denoted by C, and C2; those for the unloaded portion by C3 and C, . The additional equations now required for the four constants are obtained from the condition that the moments and shears at the right end of section A B of Fig. 50 are equal to those at the left end of section B C. The values of these constants will now be determined. From eqs. (5) and (6) the moments and shears for the various sections are given by the following expressions: Fig. 50. The conditions from which the independent equations are to be made up. are as follows: Por.v = o, -V/ = o in eq. (A) x = I. M = o in eq. (B) x = kl, eq. (A) = eq. (B) x = kl. eq. (C) = eq. (D). Substituting these conditions in eqs. (A) to (D), the independent equations are found to be From these equations, the values of the various constants are given by _/_, (.--+, -.;--- _---')-c-mt'-i)-c_c t J?f-V-"--C-C-(14) When eqs. (4), (5), and (6) are used to calculate deflection, moment, or shear, the proper values of C, and C2 are to be substituted as determined for the loading in question. Thus for the loading shown in Fig. 50, the deflection, moment, or shear at any point in section A B is found by substituting values of C, and C2 as given by eqs. (11) and (12). For corresponding values in the unloaded portion B C, the values of the constants are given by C3 and C, of eqs. (13) and (14), C3 and Ct replacing C, and C2 respectively. For this section, the value of p in eqs. (5) and (6) is to be taken as zero, as no live load exis...


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Product Details
  • ISBN-13: 9781130818482
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 130
  • Spine Width: 7 mm
  • Width: 189 mm
  • ISBN-10: 1130818489
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 245 gr


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