Cables suspended between towers support the deck. Ideal for very long spans. Examples: Golden Gate Bridge (USA), Akashi Kaikyo Bridge (Japan).
Cables run directly from towers to the deck, allowing shorter towers and simpler construction. Examples: Ting Kau Bridge (Hong Kong), Rion-Antirion Bridge (Greece).
A curved arch transfers loads to abutments. Can span long distances without intermediate piers. Examples: Sydney Harbour Bridge (Australia), New River Gorge Bridge (USA).
A hollow rectangular girder provides high strength and torsional resistance. Examples: Millau Viaduct (France), Chesapeake Bay Bridge-Tunnel (USA).
Interconnected triangular units distribute loads efficiently. Cost-effective for medium spans. Examples: Forth Bridge (UK), Tower Bridge (UK).
Arms project from piers to meet at mid-span, minimizing central support. Examples: Quebec Bridge (Canada), Forth Cantilever Bridge (UK).
Hybrid of cable-stayed and box girder designs, with shorter towers and a stiffer deck. Examples: Rio-Niterói Bridge (Brazil), Sutong Yangtze River Bridge (China).
Designed to open for waterway traffic. Types include bascule, drawbridge, and lift bridges. Examples: Tower Bridge (London), Chicago River Bridges (USA).