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- W583558384 abstract "The Bennett Brook Bridge has a 56 metre single span and comprises six fabricated steel girders with a composite concrete deck. Difficulties were created by the necessity to fast-track. Because of Aboriginal sensitivity about the space between the abutments, the 52 metre clear space requirement was strictly adhered to, which resulted in a complex geometry problem caused by a combination of the 2000 metre radius curve and the 49 degree skew. Only pedestrian entry was allowed to land between the abutments during construction, which significantly influenced the design of the superstructure. Firstly craneage access to install the steel girders had to be from behind the abutments, although this still proved to be the preferred construction method. Secondly it favoured the use of 'Transfloor' permanent concrete forms. Thirdly large deflections had to be allowed for during placement of the concrete deck. Deflection problems were exacerbated by the 49 degree skew, which meant that the relative deflection of adjacent girders could be many tens of millimetres different, causing complex arrangement and detailing of bracing connections, and detailing of the Transfloor. Steel girder stability during handling and erection was also a major design consideration. All of the latter was accentuated by the inverted shallow arch girder shape chosen to architecturally and practically fit this relatively long span into the small valley space. The paper details how these and other problems were managed using an integrated design and construction approach. (a) For the covering entry of this conference, please see IRRD abstract no. 895164." @default.
- W583558384 created "2016-06-24" @default.
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- W583558384 date "1997-01-01" @default.
- W583558384 modified "2023-09-27" @default.
- W583558384 title "CONSTRUCTION DRIVEN DESIGN - BENNETT BROOK BRIDGE" @default.
- W583558384 hasPublicationYear "1997" @default.
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