Pocket Companion for Engineers, Architects and Builders, Containing Useful Information and Tables Appertaining to the Use of Steel, Manufactured by Carnagie Steel Company, Pittsburgh, Pa
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Home > History and Archaeology > History > Pocket Companion for Engineers, Architects and Builders, Containing Useful Information and Tables Appertaining to the Use of Steel, Manufactured by Carnagie Steel Company, Pittsburgh, Pa
Pocket Companion for Engineers, Architects and Builders, Containing Useful Information and Tables Appertaining to the Use of Steel, Manufactured by Carnagie Steel Company, Pittsburgh, Pa

Pocket Companion for Engineers, Architects and Builders, Containing Useful Information and Tables Appertaining to the Use of Steel, Manufactured by Carnagie Steel Company, Pittsburgh, Pa


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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. 1913 Excerpt: ...The deflection produced by a uniformly distributed load of 20,500 pounds is found from the coefficient given in the same table and page 177 to be 2j =0.270" The deflection for the specified load concentrated, in the middle of the span is approximately a27 x 4=0.216." See page 171. Example 4. Vertical Deflection. Required the deflection of a riveted girder 37 inches deep for a span of 35 feet and a fiber stress of 14,000 pounds per square inch. Required deflection, see table, page 177, =--37 = 0.479." Example 5. Vertical Deflection. Required the deflection of an angle 0 x 4 x '/hi" about an axis parallel to the short leg for a span of 14 feet and a fiber stress of 16,000 pounds. 3 244 Required deflection, see table, pages 177 and 178, is 2 x (0--1 96)= 0,401"" Example 6. Vertical Doflection. Required the deflection of a 10 inch beam for a span of 18 feet with a fiber stress of 11,000 pounds. Required deflection, see table, pages 177 and 178, =!57oo0xl(F =-369"Example 7. Lateral Deflection. Required the safe load on a 12 inch 31K pound beam for a span of 16 feet without any lateral support or bracing. Tabular load, page 189, = 24,000 pounds. T'-i Length of span x 12, . Ratio--r r. = 38.4 Flunge width 5 Reduced safe load, page 178, 24,000x0.468=11,232 pounds. BEAMS Allowable Uniform Load In Thousands Of Pounds Maximum Bending Stress, 16,000 Pounds per Square Inch Loads above upper horisontal lines will produce maximum allowable shear in webs. Loads below lower hori2ontal lines will produce excessive deflections. For maximum sife loods, see p'1ge 182. BEAMS Allowable Uniform Load In Thousands Of Pounds Maximum Bending Stress, 16,000 Pounds per Square Inch BEAMS Allowable Uniform Load In Thousands Of Pounds Ma...


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Product Details
  • ISBN-13: 9781130407716
  • Publisher: Rarebooksclub.com
  • Publisher Imprint: Rarebooksclub.com
  • Height: 246 mm
  • No of Pages: 44
  • Spine Width: 2 mm
  • Width: 189 mm
  • ISBN-10: 1130407713
  • Publisher Date: 01 Mar 2012
  • Binding: Paperback
  • Language: English
  • Returnable: N
  • Weight: 95 gr

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Pocket Companion for Engineers, Architects and Builders, Containing Useful Information and Tables Appertaining to the Use of Steel, Manufactured by Carnagie Steel Company, Pittsburgh, Pa
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