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Comparative design for a highway bridge (1912)

Hewitt, James Herbert · leaf 24

An illustration from Comparative design for a highway bridge, 1912, leaf 24
.35 x 18 x 100 -s- 2 . . 315 n Water, 0.35 x 0.30 x 18 x 62.5 —*- 2 = 59 Total dead load, 5,988 Since this is very near 6,000 pounds per lineal foot, the latterwill be used. The uniform live load per lineal foot is as follows:125 x 19.33 -t- 2 = 1,210 lbs. The following diagrams, Plates III and IT,…

Bridges · Concrete bridges · Iron and steel bridges · Theses

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