A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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 (author)
Transactions of the American Society of Civil Engineers ; 2 ; 223-224
2021-01-01
21874-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Measurement Uncertainty in Tests of Cast Irons
| TIBKAT | 2019
Abrasive wear in Austempered Ductile Irons: A comparison with white cast irons
| British Library Online Contents | 2014
TIBKAT | 1977
NTIS | 1977
| British Library Online Contents | 1994