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Types and details of bridge construction (1904)

Skinner, Frank W. (Frank Woodward), 1858-1932 · New York, McGraw · leaf 286

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ly on the masonry,which is built higher to receive them. The through spans at the shore ends of both approaches aresimilar, except that one of them is for single and the other fordouble track service. In both of them the general character > O ^O Ol OiOOOOOOOiOOOOOOOOO oooo <J J!!,^ o_ ^ip_… … End of Deck Plate 6irder Spans 3 and 5Details of Girders. of the main girders corresponds with those of the deck spansalready described, except that the upper corners are rounded toa radius of 2\ ft.; that there are no upper lateral struts or sway-bracing, and that there are floorbeams about 19 ft.…

Bridges

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