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Design particulars of new road and railway bridge constructed of reinforced and prestressed concrete; bridge has total length of 1530 ft between abutments; navigable part of river is crossed by twin arched ribs of 629-ft 3-in. span and remaining width of river by similar pair of 544-ft 7 1/2-in. span; procedure of concreting adopted for arches made it possible to use centering to carry only 40% of their weight.
Design particulars of new road and railway bridge constructed of reinforced and prestressed concrete; bridge has total length of 1530 ft between abutments; navigable part of river is crossed by twin arched ribs of 629-ft 3-in. span and remaining width of river by similar pair of 544-ft 7 1/2-in. span; procedure of concreting adopted for arches made it possible to use centering to carry only 40% of their weight.
New bridge over danube in Yugoslavia
Concrete Constr Eng
Zezelj, B. (author)
1963
13 pages
Article (Journal)
English
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