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Books Books 61 - 70 of 78 on The variation in cross-section or weight of more than 2} per cent, from that specified....  
" The variation in cross-section or weight of more than 2} per cent, from that specified will be sufficient cause for rejection, except in the case of sheared plates which will be covered by the following permissible variations : a. "
Year-book - Page 38
1910
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Steam Boiler Rules Formulated

Massachusetts. Board of boiler rules - Steam-boiler inspection - 1915 - 82 pages
...than in weight. 31 per cent. from that specified will be sufficient cause for rejection, except in the case of sheared plates, which will be covered by the following permissible variations : — (e) Plates 12|. pounds per square foot or heavier, up to 100 inches wide, when ordered to weight,...
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The Theory and Practice of Modern Framed Structures: Designed for the Use of ...

John Butler Johnson, Charles Walter Bryan, Frederick Eugene Turneaure, William Spaulding Kinne - Structural analysis (Engineering) - 1916
...weight of each piece of steel of more than 2l/í per cent from that specified will be sufficient caus« for rejection, except in case of sheared plates, which...to apply to single plates, when ordered to weight: 105. Plates i2>£ Ibs. per sq. ft. or heavier: (a) Up to loo ins. wide, 2]/́. per cent above or below...
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Cyclopedia of Architecture, Carpentry, and Building: A General ..., Volume 3

Architecture - 1916
...in cross section or weight of each piece of steel of more than 2J per cent from that specified will be sufficient cause for rejection, except in case...permissible variations, which are to apply to single plates. 1'roperties Considered Structural Steel Rivet. Steel, Open Hearth Phosphorus, max., Bessemer Phosphorus,...
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American Civil Engineers' Pocket Book

Mansfield Merriman - Civil engineering - 1916 - 1591 pages
...of more than iVi percent from that specified will be sufficient cause for rejection, except in the case of sheared plates, which will be covered by the following permissible variations: Plates 12V!l pounds per square foot or heavier, up to 100 inches wide, when ordered to weight, shall...
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1918
...cross-section or weight of each piece of steel of more than 2\ per cent from that specified will !>e sufficient cause for rejection, except in case of...to apply to single plates, when ordered to weight: 105. Plates 12} Ib. per sq. ft. or heavier: (a) Up to loo in. wide, 2^ per cent above or below the...
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Industrial Engineering: A Handbook of Useful Information for ..., Volume 1

William Miller Barr - Engineering - 1918
...more than 2', per cent from the specified cross-section or weight of any piece of rolled steel shall be sufficient cause for rejection, except in case of sheared plates, which shall be governed by the following permissible variations applying to single plates: Plates will be...
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Steel Construction: A Text and Reference Book Covering the Design of Steel ...

Henry Jackson Burt - Building, Iron and steel - 1921 - 372 pages
...1.400,000 Ult! tens. str. Silky [ Character of fracture 180° to diameter of 1 thickness 180° flat 361 When Ordered to Weight Plates 12\ pounds per square foot or heavier: (g) Up to 100 inches wide, 2J per cent above or below the prescribed weight. (A) 100 inches wide and...
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Proceedings of the American Railway Engineering Association, Volume 7

American Railway Engineering Association - Railroads - 1906
...cross-section or weight of each piece of steel of more than 2^2 per cent, from that specified will be sufficient cause for rejection, except in case...permissible variations, which are to apply to single plates: 102. Plates 121/! Ibs. per sq. ft. or heavier: (a) Up to 100 in. wide 2j4 per cent, above or below...
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Proceedings, Volume 9

Building materials - 1909
...in cross-section or weight of each piece of steel of more than 2\ per cent. from that specified will be sufficient cause for rejection, except in case...apply to single plates. WHEN ORDERED TO WEIGHT. Plates \2\ pounds per square foot or heavier: (e) Up to 100 inches wide, 2\ per cent. above or below the prescribed...
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Proceedings of the American Railway Engineering Association, Volume 4

American Railway Engineering Association - Railroads - 1903
...of each piece Variation in of steel of more than 2Ms per cent, from that specified will be Weight, sufficient cause for rejection, except in case of...variations, which are to apply to single plates. when 2o. Plates 12% pounds per square foot or heavier: Ordered to (a) Up to ioo inches wide, 2% per cent,...
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