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" The variation in cross-section or weight 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... "
The Architect's and Builder's Pocket-book: A Handbook for Architects ... - Σελίδα 334
των Frank Eugene Kidder - 1908 - 1661 σελίδες
Πλήρης προβολή - Σχετικά με αυτό το βιβλίο

Report of Proceedings of the ... Annual Convention of the American ..., Τόμος 37

American Railway Master Mechanics' Association - 1901 - 622 σελίδες
...fractures. 8. VARIATION IN WEIGHT. The variation in cross section or weight of more than two and onehalf per cent from that specified will be sufficient cause...be covered by the following permissible variations : Plates I2l/t pounds per square foot or heavier, up to 100 inches wide, when ordered to weight, shall...

The Manufacture and Properties of Structural Steel

Harry Huse Campbell - 1896 - 432 σελίδες
...STRUCTURAL STEELS. Variation in weight. — 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 ordered to gauge, when there will be permitted an excess of weight, over that corresponding to the...

The Materials of Construction: A Treatise for Engineers on the Strength of ...

John Butler Johnson - 1897 - 840 σελίδες
...rejected. Variation in 15. The variation in cross-section or weight of more than 21 ]>er cent Weight. from that specified will be sufficient cause for rejection...the following permissible variations : a. .Plates 124 Ibs. or heavier, when ordered to weight, shall not average more variation than 24 per cent, either...

The Materials of Construction: A Treatise for Engineers on the Strength of ...

John Butler Johnson - 1897 - 846 σελίδες
...Variation in 15. The variation in cross-section or weight of more than 2^ percent Weight. from I hat specified will be sufficient cause for rejection except...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...

The Materials of Construction: A Treatise for Engineers on the Strength of ...

John Butler Johnson - 1897 - 866 σελίδες
...than 2| per cvnt Weight. from that specified will be sufficient, cause for rejection except in tbe case of sheared plates, which will be covered by the following permissible variations : a. Plates 12i Ibs. or heavier, when ordered to weight, shall not average more variation than 2J per cent, either...

The Materials of Construction: A Treatise for Engineers on the Strength of ...

John Butler Johnson - 1898 - 886 σελίδες
...small test ingot. VARIATION IN WEIGHT. 14. The variation in cross-section or weight of more than 2J per cent from that specified will be sufficient cause...be covered by the following permissible variations: (h) Plates 12£ pounds per square foot or heavier, up to 100 inches wide, when ordered to weight, shall...

The Materials of Construction: A Treatise for Engineers on the Strength of ...

John Butler Johnson - 1898 - 906 σελίδες
...The variation in cross-section or weight of more than •_';, per cent from that specified will be of sufficient cause for rejection, except in the case...be covered by the following permissible variations : («) Plates, 12J pounds per square foot or heavier, up to 100 inches wide, when ordered to weight,...

Structural Iron and Steel: A Text-book for Architects, Engineers, Builders ...

Walter Noble Twelvetrees - 1900 - 308 σελίδες
...small test ingot. Variation in Weight. 13. The variation in cross section or weight of more than 2\ per cent. from that specified will be sufficient cause...be covered by the following permissible variations : — (^•). Plates 12 | pounds per square foot or heavier, when ordered to weight, shall not average...

Review of the American Standard Specifications, Test Pieces, and Methods of ...

Albert Ladd Colby - 1900 - 108 σελίδες
...plate as rolled. VARIATION IN WEIGHT. 15. The variation in cross section or weight of more than 2 1/2 per cent. from that specified will be sufficient cause...be covered by the following permissible variations : (e). Plates 12 1/2 pounds per square foot or heavier, when ordered to weight, shall not average more...

Structural Iron and Steel: A Text-book for Architects, Engineers, Builders ...

Walter Noble Twelvetrees - 1900 - 300 σελίδες
...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 more than 2^ per cent. variation above or 2^ per cent. below the theoretical weight. (//). Plates under 12^ pounds...




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