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Home > History and Archaeology > History > Steel in Construction; Convenient Rules, Formulae and Tables for the Strength of Steel Shapes Used as Beams, Struts, Shafts, Etc.: Made by the Pencoyd Iron Works, A. & P. Roberts Company, Philadelphia ...
Steel in Construction; Convenient Rules, Formulae and Tables for the Strength of Steel Shapes Used as Beams, Struts, Shafts, Etc.: Made by the Pencoyd Iron Works, A. & P. Roberts Company, Philadelphia ...

Steel in Construction; Convenient Rules, Formulae and Tables for the Strength of Steel Shapes Used as Beams, Struts, Shafts, Etc.: Made by the Pencoyd Iron Works, A. & P. Roberts Company, Philadelphia ...


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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. 1898 Excerpt: ...foot in width; the latter for fibre stress of 15,000 pounds per square inch. To find the load for any span, divide the coefficient by the length of span in feet; the quotient is the distributed load in net tons, which produces fibre stress on the material, as aforesaid. The following tables give safe loads for varying thickness of each section, based on the fibre stress aforesaid..Loads in pounds per square foot of floor for a fibre Btress of 15,000 pounds per square iuch. The figures in small type under the load in pounds are the corresponding centre deflections in inches. Those to the right of the dark line are where the centre deflection exceeds 3J5 part of the span. Section No' 210 M' Loads iu pounds per square foot which cause a deflection equal to i70 of the span. Section No' 210 M' BEAMS SUPPORTING BRICK WALLS. When the masonry alone, without any floor attachment, is supported, the load on the girder will vary according to several conditions. If the masonry is not thoroughly bonded throughout, or if great inflexibility is desired, it may be necessary to consider the whole mass of wall as sustained by the girder. If the wall has no openings, and the brick is laid with the usual bond, the material incumbent on the girder would be indicated by the dark line--height, one-fourth of the span. It is best to consider this as a triangle, whose height equals onethird of span, as in lower dotted line; and as the weight of brick walls is nearly 10 lbs. per square foot for each inch of thickness, from these data we find the bending stress on the beam to be the same as that caused by a distributed load, in pounds equal to 25 X square of span in feet X thickness of wall in inches. 9 And from the table of distributed loads suitable beams can be selected, with proper...


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Product Details
  • ISBN-13: 9781232022152
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 34
  • Spine Width: 2 mm
  • Weight: 82 gr
  • ISBN-10: 1232022152
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Sub Title: Made by the Pencoyd Iron Works, A. & P. Roberts Company, Philadelphia ...
  • Width: 189 mm

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Steel in Construction; Convenient Rules, Formulae and Tables for the Strength of Steel Shapes Used as Beams, Struts, Shafts, Etc.: Made by the Pencoyd Iron Works, A. & P. Roberts Company, Philadelphia ...
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Steel in Construction; Convenient Rules, Formulae and Tables for the Strength of Steel Shapes Used as Beams, Struts, Shafts, Etc.: Made by the Pencoyd Iron Works, A. & P. Roberts Company, Philadelphia ...
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