File:A treatise on concrete, plain and reinforced - materials, construction, and design of concrete and reinforced concrete; 2nd ed. (1912) (14803548363).jpg

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Identifier: treatiseonconcr00tayl (find matches)
Title: A treatise on concrete, plain and reinforced : materials, construction, and design of concrete and reinforced concrete; 2nd ed.
Year: 1912 (1910s)
Authors: Taylor, Frederick Winslow, 1856-1915 Feret, R Thompson, Sanford E. (Sanford Eleazer), b. 1867
Subjects: Concrete Reinforced concrete
Publisher: New York : J. Wiley
Contributing Library: Robarts - University of Toronto
Digitizing Sponsor: University of Toronto

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MOMENTS IN VALUES OF MAXIMUM WORKING COMPRESSION TIMES AREA OF FLANGE (f bt)oooooooooooo use FOR FINDING MINIMUM DEPTH
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MOMENTS IN INCH POUNDS USE FOR FINDING AREA OF STEEL REINFORCED CONCRETE DESIGN 527 WORKING STRESSES IN REINFORCED CONCRETE The Joint Committee on Concrete and Reinforced Concrete, 1909, recom-mend working stresses as follows:* General Assumptions. The following working stresses are recommendedfor static loads. Proper allowances for vibration and impact are to beadded to live loads where necessary to produce an equivalent static loadbefore applying the unit stresses in proportioning parts. In selecting the permissible working stress to be allowed on concrete, weshould be guided by the working stresses usually allowed for other materialsof construction, so that all structures of the same class but composed ofdifferent materials may have approximately the same degree of safety. The stresses for concrete are proposed for concrete composed of one partPortland cement and six parts aggregate, capable of developing an averagecompressive strength of 2 000 pounds per square inch at twenty-eigh

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Taylor, Frederick Winslow, 1856-1915; Feret, R;

Thompson, Sanford E. (Sanford Eleazer), b. 1867
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30 July 2014
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