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The first test was of chord links made of Phœnixville “Best Best,” or-double-refined new iron, 3 by 3 inches section, with upset eyes of the Phœnixville standard size, having a section round the eyes of 33-per cent. in excess of the section of the bar. The specifications required that the links should have an elastic strength of 24,000 lbs., and a breaking strength of 50,000 lbs. per square inch, with eyes strong enough to break the body of the bar. The testing machine was a lever with weights.
The first test was of chord links made of Phœnixville “Best Best,” or-double-refined new iron, 3 by 3 inches section, with upset eyes of the Phœnixville standard size, having a section round the eyes of 33-per cent. in excess of the section of the bar. The specifications required that the links should have an elastic strength of 24,000 lbs., and a breaking strength of 50,000 lbs. per square inch, with eyes strong enough to break the body of the bar. The testing machine was a lever with weights.
Tests of Bridge Irons
Steele, J. Dutton (Autor:in)
Transactions of the American Society of Civil Engineers ; 2 ; 223-224
01.01.2021
21874-01-01 pages
Aufsatz (Zeitschrift)
Elektronische Ressource
Unbekannt
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