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Comparative design for a highway bridge (1912)

Hewitt, James Herbert · leaf 26

An illustration from Comparative design for a highway bridge, 1912, leaf 26
10 Investigation of Girder.—Using dimensions as shown in Fig. 2, theamount of reinforcement is found to he 1.05 per cent. r b = 23 ii Jja . Fig. 2.Cross—section Assuming the ratio of moduli ofelasticity of steel and concrete to he15, and using relations as given inTurneaure and Maurers Principles…

Bridges · Concrete bridges · Iron and steel bridges · Theses

Internet Archive · University of Illinois Urbana-Champaign · Public Domain Mark 1.0. Free to use for anything.

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