Economics of bridgework, a sequel to Bridge engineering (1921)
Waddell, J. A. L. (John Alexander Low), 1854-1938 · New York, J. Wiley · leaf 316
tting the eye-bar-cables of the various alloy-steels against wirecables it will suffice to figure for three spans, viz., those of 1,000, 2,000, and 278 ECONOMICS OF BRIDGEWORK Chapter IQOX 3,000 feet. Attention is called to the fact that the costs found per foot ofmain span are not total for the… … 1000 JZOO /6C0 /800 ZOOO Z20Q ZWLength of Csnfra/ ^san /n Feet- 2S00 2dX) 3000 Fig. 29e. Quantities of Various Materials in Eye-bar-Cable Suspension-Bridges, into account, because the weights of metal thereof in the two types ofstructure differ materially. The principal reason for this is that, in…
Bridges
Internet Archive · Boston Library Consortium · Public Domain Mark 1.0. Free to use for anything.
