Economics of bridgework, a sequel to Bridge engineering (1921)
Waddell, J. A. L. (John Alexander Low), 1854-1938 · New York, J. Wiley · leaf 309
ch. Fifth. Heat-treated, alloy-steel cye-bar-cablcs having an elastic limitof at least 100,000 lbs. per square inch and an ultimate strength of 150,000lbs. per square inch. The specifications used for the designing, as far as they would apply,were those given in Chapter LXXVIIl of Bridge… … ultimate strength for eye-bars, the lower of the two values being adopted.The material for stiffening trusses, webs of crescent trusses, floor-systems,lateral systems, towers, and anchorages was assumed to be commercial 272 ECONOMICS OF BRIDGEWORK Chapter XXIX nickel steel, having an elastic Hmit…
Bridges
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