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Comparative design for a highway bridge (1912)

Hewitt, James Herbert · leaf 36

An illustration from Comparative design for a highway bridge, 1912, leaf 36
pectively. From the above computations and Fig. 3 it is seen that ver-tical stirrups are required for the first six feet to the right ofthe support. The shear in the following four feet will he takencare of by the bent rods Cg and eg. Investigation of Stirrups.—These were investigated by… … Fig. 4. Sections along Girder used inInvestigation of Stirrups. The first section which was considered, AB, extends from theleft support to a point 5 feet and 5 inches farther to the right,see Fig. 4. The shear carried by a stirrup equals the total shearminus the shear carried by the bent rods and…

Bridges · Concrete bridges · Iron and steel bridges · Theses

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