Cantilever bridge

Origins

Engineers in the 19th century understood that a bridge continuous across multiple supports would distribute the loads among them. This would result in lower stresses in the girder or truss and meant that longer spans could be built. Several 19th-century engineers patented continuous bridges with hinge points mid-span. The use of a hinge in the multi-span system presented the advantages of a statically determinate system and of a bridge that could handle differential settlement of the foundations. Engineers could more easily calculate the forces and stresses with a hinge in the girder.

Heinrich Gerber was one of the engineers to obtain a patent for a hinged girder (1866) and is recognized as the first to build one. Located in Germany, the Hassfurt Bridge over the Main river in Germany with a central span of 124 feet (38 metres) was completed in 1867 and is recognized as the first modern cantilever bridge.

The High Bridge of Kentucky by C. Shaler Smith (1877), the Niagara Cantilever Bridge by Charles Conrad Schneider (1883) and the Poughkeepsie Bridge by John Francis O'Rourke and Pomeroy P. Dickinson (1889) were all important early uses of the cantilever design. The Kentucky River Bridge spanned a gorge 275 feet (84 metres) deep and took full advantage of the fact that falsework, or temporary support, is not needed for the main span of a cantilever bridge.

The Forth Bridge is a notable example of an early cantilever bridge. This bridge held the record for longest span in the world for twenty-nine years until it was surpassed by the Quebec Bridge. The engineers responsible for the bridge, Sir Benjamin Baker and Sir John Fowler, demonstrated the structural principles of the suspended span cantilever by sitting in chairs and supporting their colleague, Kaichi Watanabe, in between them, using just their arms and wooden poles. The suspended span, where Watanabe sits, is in the center. The wooden poles resist the compression of the lower chord, while the outstretched arms support the tension of the upper chord. The placement of the brick counterweights demonstrates the action of the outer foundations.

Function

| author-link = John Alexander Low Waddell | access-date = 2008-08-19

A simple cantilever span is formed by two cantilever arms extending from opposite sides of an obstacle to be crossed, meeting at the center. In a common variant, the suspended span, the cantilever arms do not meet in the center; instead, they support a central truss bridge which rests on the ends of the cantilever arms. The suspended span may be built off-site and lifted into place, or constructed in place using special travelling supports.

A common way to construct steel truss and prestressed concrete cantilever spans is to counterbalance each cantilever arm with another cantilever arm projecting the opposite direction, forming a balanced cantilever; when they attach to a solid foundation, the counterbalancing arms are called anchor arms. Thus, in a bridge built on two foundation piers, there are four cantilever arms: two which span the obstacle, and two anchor arms that extend away from the obstacle. Because of the need for more strength at the balanced cantilever's supports, the bridge superstructure often takes the form of towers above the foundation piers. The Commodore Barry Bridge is an example of this type of cantilever bridge.

Steel truss cantilevers support loads by tension of the upper members and compression of the lower ones. Commonly, the structure distributes the tension via the anchor arms to the outermost supports, while the compression is carried to the foundations beneath the central towers. Many truss cantilever bridges use pinned joints and are therefore statically determinate with no members carrying mixed loads.

Prestressed concrete balanced cantilever bridges are often built using segmental construction.

Construction methods

Some steel arch bridges (such as the Navajo Bridge) are built using pure cantilever spans from each side, with neither falsework below nor temporary supporting towers and cables above. These are then joined with a pin, usually after forcing the union point apart, and when jacks are removed and the bridge decking is added the bridge becomes a truss arch bridge. Such unsupported construction is only possible where appropriate rock is available to support the tension in the upper chord of the span during construction, usually limiting this method to the spanning of narrow canyons.

List by length

Main article: List of longest cantilever bridges, List of cantilever bridges

World's longest cantilever bridges (by longest span):

Examples

File:Quebec bridge pont de quebec.jpg|The Quebec Bridge is of the general structure described above. File:VejleFjordBridge.jpg|The Vejle Fjord Bridge is a concrete bridge built using the balanced cantilever method. File:SFOakBrEastPartVEast.jpg|Former eastern span of the San Francisco–Oakland Bay Bridge File:Howrah Bridge, Kolkata.jpg|Howrah Bridge, Kolkata File:ForthBridgeEdinburgh.jpg|The Forth Bridge with its three double cantilevers. File:North Span Bluewater Bridge (Port Huron Mich).jpg|Original 1938 span of the Blue Water Bridge File:Pulaski Skyway full view.jpg|Pulaski Skyway File:Vrengenbrua.jpg|Vrengen Bridge, a concrete bridge.

References

Related Articles

• Southwest Line

References

1. DuBois, Augustus Jay. (1902). "The Mechanics of Engineering". John Wiley & Sons.
2. Bender, C.. (1890). "Discussion on ''Cantilever Bridges'' by C.F. Findlay". Canadian Society of Civil Engineers..
3. DeLony, Eric. (1996). "Context for World Heritage Bridges". International Council on Monuments and Sites.
4. Durkee, Jackson. (1999-05-24). "National Steel Bridge Alliance: World's Longest Bridge Spans". American Institute of Steel Construction, Inc.