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Zhivopisny Bridge in Moscow is a multiple-span design. Cable-stayed bridges with more than three spans involve significantly more challenging designs than do 2-span or 3-span structures. In a 2-span or 3-span cable-stayed bridge, the loads from the main spans are normally anchored back near the end abutments by stays in the end spans. For more ...
The suspension bridge's architecture is better at handling the load in the middle of the bridge, while the cable stayed bridge is better suited to handle the load closest to the tower. Combining these two architectural engineering ideas into a hybrid has been done in Istanbul with the Yavuz Sultan Selim Bridge , and in New York City with the ...
The definition of cable-stayed bridge deck length used here is: A continuous part of the bridge deck that is supported only by stay-cables and pylons, or are free spans. This means that columns supporting the side span as for example found in Pont de Normandie , excludes most of the side span decks from the cable-stayed deck length.
With a total length of 2,320 metres (7,612 ft), the cable bridge has a 900 metres (2,953 ft) long central cable section, making it the longest cable stayed bridge in India. It has three spans with 500 metre-long main span, the longest in India. The other 3 spans on either sides have length of 100 metres (328 ft) and 2 span 50 metres (164 ft ...
The world's longest suspension bridges are listed according to the length of their main span (i.e., the length of suspended roadway between the bridge's towers). The length of the main span is the most common method of comparing the sizes of suspension bridges, often correlating with the height of the towers and the engineering complexity involved in designing and constructing the bridge. [4]
Suspension bridges are suitable for the longest spans, provided the cables and their anchorage are of sufficient strength. Their construction cost is high, so usually they are less economical than other bridges for spans less than 1,000 ft (300 m). However, shorter spans have been constructed for aesthetic reasons.
The structure is designed as a 3-span steel cable-stayed bridge, with the two piers in the river bed. The bridge maximum height of 72 metres (236 ft) is reached in midspan of the central span. The length between the abutments is 400 metres (1,300 ft), with a 160-metre-long (520 ft) central span. [19]
On July 19, 2006, the final design alternatives for the bridge were announced. The three designs included a three-span arch, a cable-stayed design with three towers, and a cable-stayed type with a single A-shaped support tower. It was also announced that the projected cost for the bridge would be $203 million.