Autor(en): |
Harald Egger
Haig Beck |
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Medium: | Fachartikel |
Sprache(n): | Englisch |
Veröffentlicht in: | Structural Engineering International, November 1994, n. 4, v. 4 |
Seite(n): | 218-219 |
DOI: | 10.2749/101686694780601656 |
Abstrakt: |
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. |