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Sciotoville Bridge

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A continuous truss bridge is a truss bridge that extends without hinges or joints across three or more supports. A continuous truss bridge may use less material than a series of simple trusses because a continuous truss distributes live loads across all the spans; in a series of simple trusses, each truss must be capable of supporting the entire load.

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6-567: The Sciotoville Bridge is a steel continuous truss bridge carrying CSX Transportation railroad tracks across the Ohio River between Siloam - a junction located north of Limeville, Kentucky and east of South Shore, Kentucky - and Sciotoville, Ohio in the United States . Designed by Gustav Lindenthal , the bridge was constructed in 1916 by Chesapeake and Ohio Railway subsidiary Chesapeake and Ohio Northern Railway as part of

12-619: A continuous truss. For example, the northern approach to the Golden Gate Bridge was initially constructed as a series of five simple truss spans. In 2001, a seismic retrofit project connected the five spans into a single continuous truss bridge. Continuous truss bridges started to be constructed in Europe during the second half of the 19th century. Although the advantages of continuous bridges were known, three main engineering challenges slowed their widespread adoption: However, it

18-466: A new route between Ashland, Kentucky and Columbus, Ohio . The bridge is continuous across two 775-foot-long (236 m) spans, and is considered an engineering marvel. It held the record for longest continuous truss span in the world from its opening until 1945. Continuous truss bridge Although some continuous truss bridges resemble cantilever bridges and may be constructed using cantilever techniques, there are essential differences between

24-480: The structure for stability. Severing a continuous truss mid-span endangers the structure, as exemplified by the collapse of Baltimore's Francis Scott Key Bridge in March 2024. However, continuous truss bridges do not experience the tipping forces that a cantilever bridge must resist because the main span of a continuous truss bridge is supported at both ends. It is possible to convert a series of simple truss spans into

30-418: The two forms. Cantilever bridges need not connect rigidly mid-span, as the cantilever arms are self-supporting. Although some cantilever bridges appear continuous due to decorative trusswork at the joints, these bridges will remain standing if the connections between the cantilevers are broken or the suspended span (if any) is removed. Conversely, continuous truss bridges rely on rigid truss connections throughout

36-879: Was possible to avoid these issues to a certain extent through careful design. The early European bridges were usually lattice trusses with three to five spans. An example was the Boyne Viaduct , built in 1855 in Drogheda , Ireland . The first continuous truss bridge in North America was the Lachine Bridge in Montreal , built in 1888, followed by the Sciotoville Bridge in 1916 and the Bessemer & Lake Erie Railroad Bridge in 1918. Since

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