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Design of a steel highway bridge (1913)

Reed, Erwin Ambrose · leaf 120

An illustration from Design of a steel highway bridge, 1913, leaf 120
ecessary if the soil proves to be as representedby the test borings. The maximum pressure of 6710 pounds per squarefoot occurs at the toe of the footing when the bridge is fullyloaded with a uniform live load of 85 pounds per square foot. Thesafe bearing power of the blue clay found at the…

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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