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Suspension bridges are used for bridge spans in excess of 350m.
 

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Some of the world's longest bridge main spans are:

Bridge Name (Country)

Main Span

Akashi-Kaikyo Bridge (Japan)

1990m

Xihoumen Bridge (China)

1650m

Great Belt Bridge (Denmark)

1624m

Runyang Bridge (China)

1490m

Humber Bridge (UK)

1410m

Jiangyin Suspension Bridge (China)

1385m

Tsing Ma (Hong Kong)

1377m

Verrazano Narrows (USA)

1298m

Golden Gate (USA)

1280m

Mackinac (USA)

1158m

Bosporus (Turkey)

1074m

George Washington (USA)

1067m

Salazar (Portugal)

1013m

Forth (UK)

1006m

Severn (UK)

988m

Tacoma Narrows (USA)

853m


 
Plans had been approved to build a 3300m span suspension bridge across the Strait of Messina, but the scheme was mothballed. However the Government, under Silvio Berlusconi, indicated that they wanted to resurrect the project; feasility studies are ongoing.


A number of early suspension bridges were designed without the appreciation of wind effects. Large deflections were developed in the flexible decks and wind loading created unstable oscillations. The problem was largely solved by using inclined hangers.
The suspension bridge is essentially a catenary cable prestressed by dead weight. The cables are guided over the support towers to ground anchors. The stiffened deck is supported mainly by vertical or inclined hangers.


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