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NEW DESIGN FOR LONG-SPAN BRIDGES

Gordon K. Ray

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Abstract

A new design and construction technique for long-span concrete bridges, increasingly being used in the United Stats and Canada, is outlined. The design uses the post-tensioned hollow box girder. The technique that makes the long span practical is segmental construction. In many cases the segments are erected by a cantilever procedure that permits working in both directions from each pier and eliminates all falsework. In other cases, cable-stayed girders support the longer spans.

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What this paper is about

A new design and construction technique for long-span concrete bridges, increasingly being used in the United Stats and Canada, is outlined. The design uses the post-tensioned hollow box girder. The technique that makes the long span practical is segmental construction. In many cases the segments are erected by a cantilever procedure that permits working in both directions from each pier and eliminates all falsework. In other cases, cable-stayed girders support the longer spans.

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Available abstract

A new design and construction technique for long-span concrete bridges, increasingly being used in the United Stats and Canada, is outlined. The design uses the post-tensioned hollow box girder. The technique that makes the long span practical is segmental construction. In many cases the segments are erected by a cantilever procedure that permits working in both directions from each pier and eliminates all falsework. In other cases, cable-stayed girders support the longer spans.

Key concepts: Span (engineering), Girder, Box girder, Cantilever, Structural engineering, Engineering, Pier, Prestressed concrete

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