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Author(s):

Medium: journal article
Language(s): English
Published in: Structural Engineering International, , n. 4, v. 4
Page(s): 218-219
DOI: 10.2749/101686694780601656
Abstract:

At the site selected for a new footbridge, the banks of the Mur River in Graz, Austria, have an elevation difference of about 2.2 m. The designers felt that a simple straight beam inclined across the river at this point would be aesthetically unsatisfactory. They therefore opted for spanning the river with a beam that was slightly elevated at its centre and horizontally supported by columns, with its upper surface serving as a footpath. The body of the bridge beam has the shape of a composite trilateral prismatoid. In the centre of the bridge, the footpath divides before leading down to the left and right. The aim of the designing a fine-membered bearing structure led to the development of a compound beam construction comprising a stiffening member, with a tensioning member and a compression member on the underside of the bridge.

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  • About this
    data sheet
  • Reference-ID
    10003554
  • Published on:
    19/09/2002
  • Last updated on:
    28/10/2016
 
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