131 Project information Short project description Nemetschek Engineering User Contest 2011 - Category 2: Civil Structures Category 2: Civil Structures 2 Owner Dienst voor de Scheepvaart Architect AMS General Contractor Victor Buyck Steel Construction Engineering Office SBE nv Construction Period From August 2010 to June 2011 Location Grobbendonk, Belgium NV De Scheepvaart wanted to replace the old bridge across the Albert canal. The new bridge has a single span of 108 m and a steel weight of 560 t. The arches (box beams) are transversally connected with each other at three places. The bridge concrete deck is hung up at the arches by vertically placed hangers (D100). The upper structure is studied in an overall Scia Engineer model, including the influences of the construction phases. In this model, we used the Scia Engineer modules: Stability calculations, Non-linear calculations, including second order effects and global and local imperfections, and Profile check according to EC3. Arch Bridge Grobbendonk, Belgium
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