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Books Books 1 - 10 of 80 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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Report of the Proceedings of the ... Annual Convention of the ..., Volume 37

American Railway Master Mechanics' Association - Railroad engineering - 1901
...two and onehalf 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 : Plates \2l/2 pounds per square foot or heavier, up to too inches wide, when ordered to weight, shall...
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The Materials of Construction: A Treatise for Engineers on the Strength of ...

John Butler Johnson - Building materials - 1897 - 787 pages
...more than 2^ percent Weight. from I hat specified will be sufficient cause for rejection except in the case of sheared plates, which will be covered by the following permissible variations : Up to 75 inches wide, 2J per cent either above or below the theoretical •weight. 75 inches and...
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Structural iron and steel: A text-book for architects, engineers, builders ...

Walter Noble Twelvetrees - Iron - 1900 - 266 pages
...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 : — (^•). Plates 12 | pounds per square foot or heavier, when ordered to weight, shall not average...
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Review of the American standard specifications, test pieces, and methods of ...

Albert Ladd Colby - 1900 - 56 pages
...more than 21/2 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 : (g). Plates 12 1/2 pounds per square foot or heavier, when ordered to weight, shall not average more...
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Cambria steel: a handbook of information relating to structural steel ...

Cambria Steel Co - Technology & Engineering - 1901 - 428 pages
...of more than 2J 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. Plates 12J pounds per square foot, or heavier, up to 100 inches wide, when ordered to weight,...
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Towers and Tanks for Water-works: The Theory and Practice of Their Design ...

James Nisbit Hazlehurst - Tanks - 1901 - 216 pages
...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) Plates 12$ pounds or heavier, when ordered to weight, shall not average more variation than 2^...
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Transactions of the American Society of Mechanical Engineers, Volume 23

Mechanical engineering - 1902
...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 : (e) Plates 12^ pounds per square foot or heavier, up to 100 inches wide, when ordered to weight,...
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Inspection of the Materials and Workmanship Employed in Construction: A ...

Austin Thomas Byrne - Building - 1902 - 539 pages
...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 : Plates from 10 to 12£ pounds, when ordered to weight, shall not average a greater variation than...
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Review of the text of the American standard specifications for steel ...

Albert Ladd Colby - Steel - 1902 - 103 pages
...more than 2 1/2 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). Plates 12 1/2 pounds per square foot or heavier, up to 100 inches wide, when ordered to weight,...
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Review and Text of the American Standard Specifications for Steel: Adopted ...

Albert Ladd Colby - Steel - 1902 - 103 pages
...more than 2 1/2 per cent from that specified will be suflicient cause for rejection, except in the case of sheared plates, which will be covered by the following permissible variations: (e). Plates 12 1/2 pounds per square foot or heavier, up to loo inches wide, when ordered to weight,...
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