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The Theory and Practice of Modern Framed Structures Volume N . 3; Designed for the Use of Schools and for Engineers in Professional Practice

The Theory and Practice of Modern Framed Structures Volume N . 3; 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. 1916 Excerpt: ... dealing with pins it is convenient to resolve all forces into horizontal and vertical components and then to sum up the components separately and get the resultant where desired. The shearing stress is calculated as in rivets, as the average stress on the entire cross-section, and the allowed unit (12,000 lbs. per sq. in. in the Specifications, Art. 18) is applied in the same way. It is seldom that the shearing stresses will determine the pin size. (2) Bending Moments.--The bending moments are generally calculated by assuming the loads as concentrated loads, applied at the centres of bearing of the several members. This gives slightly larger values for moments than if the loads are assumed as distributed over the areas of contact, and sometimes it is specified that the loads may be assumed as distributed over one-half the widths of the bearings. The difference in result is small, however, and the former method is sufficiently accurate. In the calculation of moments the arrangement of the members on the pin is first tentatively fixed upon, such arrangement being made with particular reference to maintaining small bending moments. The moments are then calculated for the critical sections, as may be determined from inspection or by trial. The horizontal and vertical components of the forces are separately considered and the resultant moment at any section found by the formula M = V M2H + AT,2, where M = total moment and Mh and Mt are, respectively, the moments from the horizontal and the vertical components. The forces to be assumed in the calculation of shear and moments are not, in general, the maximum stresses in all the members attached to the pin. These maximum stresses do not generally act simultaneously. Obviously, the pin is in equilibrium at all time...


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Product Details
  • ISBN-13: 9781235943317
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 138
  • Spine Width: 8 mm
  • Width: 189 mm
  • ISBN-10: 1235943313
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 259 gr


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