Template:Short description {{ safesubst:#invoke:Unsubst||date=__DATE__ |$B= Template:Ambox }} Template:Infobox bridge type
A cantilever bridge is a bridge built using structures that project horizontally into space, supported on only one end (called cantilevers). For small footbridges, the cantilevers may be simple beams; however, large cantilever bridges designed to handle road or rail traffic use trusses built from structural steel, or box girders built from prestressed concrete.
The steel truss cantilever bridge was a major engineering breakthrough when first put into practice, as it can span distances of over Template:Convert, and can be more easily constructed at difficult crossings by virtue of using little or no falsework.
OriginsEdit
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.<ref name="dubois">Template:Cite book</ref>Template:Rp Several 19th-century engineers patented continuous bridges with hinge points mid-span.<ref name="bender">Template:Cite journal</ref>Template:Rp The use of a hinge in the multi-span system presented the advantages of a statically determinate system<ref name="delony">{{#invoke:citation/CS1|citation |CitationClass=web }}</ref> and of a bridge that could handle differential settlement of the foundations.<ref name="dubois"/>Template:Rp 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.<ref name="bender"/>Template:Rp 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.<ref name="delony"/>Template:Rp
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.<ref name="delony"/>Template:Rp 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.<ref name="delony"/>Template:Rp
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.<ref name="delony"/>Template:Rp
FunctionEdit
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 oftenTemplate:Cn 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 methodsEdit
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 lengthEdit
{{#invoke:Labelled list hatnote|labelledList|Main article|Main articles|Main page|Main pages}} World's longest cantilever bridges (by longest span):<ref name="NSBA-longbridge">Template:Cite book</ref>
| No | Bridge | Location | Country | Date | Length |
|---|---|---|---|---|---|
| 1 | Quebec Bridge | Quebec | Canada | 1919 | Template:Cvt |
| 2 | Forth Bridge | Firth of Forth | Scotland | 1890 | Template:Cvt × 2 |
| 3 | Minato Bridge | Osaka | Japan | 1973 | Template:Cvt |
| 4 | Commodore Barry Bridge | Chester, Pennsylvania | United States | 1974 | Template:Cvt |
| 5 | Crescent City Connection (dual spans) | New Orleans, Louisiana | United States | 1958 & 1988 | Template:Cvt |
| 6 | Howrah Bridge | Kolkata, West Bengal | India | 1943 | Template:Cvt |
| 7 | Gramercy Bridge | Gramercy, Louisiana | United States | 1995 | Template:Cvt |
| 8 | Tokyo Gate Bridge | Tokyo | Japan | 2012 | Template:Cvt |
| 9 | J. C. Van Horne Bridge | Campbellton, New Brunswick & Pointe-à-la-Croix, Quebec | Canada | 1961 | Template:Cvt |
| 10 | Horace Wilkinson Bridge | Baton Rouge, Louisiana | United States | 1968 | Template:Cvt |
| 11 | Tappan Zee Bridge | South Nyack, New York & Tarrytown, New York | United States | 1955 | Template:Cvt |
| 12 | Lewis and Clark Bridge | Longview, Washington & Rainier, Oregon | United States | 1930 | Template:Cvt |
ExamplesEdit
- Quebec bridge pont de quebec.jpg
The Quebec Bridge is of the general structure described above.
- VejleFjordBridge.jpg
The Vejle Fjord Bridge is a concrete bridge built using the balanced cantilever method.
- SFOakBrEastPartVEast.jpg
Former eastern span of the San Francisco–Oakland Bay Bridge
- Howrah Bridge, Kolkata.jpg
- ForthBridgeEdinburgh.jpg
The Forth Bridge with its three double cantilevers.
- North Span Bluewater Bridge (Port Huron Mich).jpg
Original 1938 span of the Blue Water Bridge
- Pulaski Skyway full view.jpg
- Vrengenbrua.jpg
Vrengen Bridge, a concrete bridge.
ReferencesEdit
External linksEdit
- "Cantilever Bridge" by Sándor Kabai, The Wolfram Demonstrations Project, 2007.
- Biggest of Finished Girders Go Traveling: six giants of 70 tons gave engineers a hard nut to crack, Popular Science monthly, February 1919, page 79, Scanned by Google Books
- Template:Cite NSRW