American Architect and Architecture Volume 67-70
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American Architect and Architecture Volume 67-70

American Architect and Architecture Volume 67-70


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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. 1900 Excerpt: ...Riveting." In setting the columns they must be plumb and have a true bearing; no shimming or wedging will be allowed. If they are found otherwise the architect or his inspector shall stop the work until the defect is remedied. Girders.--All plate or riveted girders are to be proportioned to sustain, besides the dead-load, the total live-load upon the floorsystem which they support. The depth of the girders shall be onesixteenth of the span, except where the head-room is limited, in which case the depth of the girder may be designed to suit; but it shall be determined that the minimum deflection under full load shall not be more than one-thirtieth of an inch for each foot of span. The safe unit fibre-stress in the flanges shall not exceed 15,000 pounds, and the safe unit shearing-stress in the web shall not be greater than 12,000 pounds. In resisting bending or transverse stress the flanges alone shall be considered, and in long girders where splices occur in the flangeangles such splices shall break joints and occur as far as possible from the point of greatest bending-moment. The splice in the lower flange must in all cases be of sufficient strength to realize the resistance of the net section of the flange-angles. The flange-area to resist bending shall be considered as the net section, all rivet-holes being deducted, and the flange-area required shall be proportioned by the formula: --Where A equals the net flange-area required, M the bendingmoment in foot-pounds, S the safe unit fibre-stress of the material, and D the depth of the girder in feet, considered from the centre-ofgravity of the flanges. The web-plate shall be proportioned to resist the greatest shear, and its thickness shall be determined by the formula: --Where T equals the thickness of ...


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Product Details
  • ISBN-13: 9781236184375
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 698
  • Spine Width: 36 mm
  • Width: 189 mm
  • ISBN-10: 1236184378
  • Publisher Date: 01 May 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 1225 gr


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