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Types and details of bridge construction (1904)

Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 229

An illustration from Types and details of bridge construction, 1904, leaf 229
without bearing. Thisbearing is sensitive to slight movements, cannot transmit anylongitudinal stresses from column to girder, and is not in dangerof being impaired by the accumulation of dirt or rust. Thedesign is not shown in the drawings. Harvard. — The long spans of the Harvard Bridge, Boston,… … Detail at S. Harvard Highway Bridge. pended the 75-ft. 2i-in. connectinggirders. The adjacent ends of thewebs of the cantilever and sus-pended girders are notched about12 in. on their upper and lowersides respectively, so that they willjust fit together, with an offsetjoint having about i in.…

Bridges

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