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Extra resources for Best Practice in Steel Construction in Commercial Buildings: Guidance for Architects, Designers and Construction
During construction and in the final state. This is because for many members such as integrated EURO-BUILD in Steel beams, torsion may occur at the construction stage, when loads are only applied to one side of the member. Other members, such as edge beams, will be subject to torsion at all stages. In this case, both the welds and the bolt group must be checked for the combined effects of the applied torsion and vertical shear. In addition to their bending resistance, these types of connections add to the stiffness of the beams and reduce deflections.
The renovated building was designed by the French industrial designer, Philippe Starck, and its total area is more than 40,000 m². Internally, approximately 4000 tonnes of steel and 14,000 m2 of pre-stressed concrete hollow core slabs have been installed. EP35 Best Practice in Steel Construction - Commercial Buildings Created on 30 March 2011 This material is copyright - all rights reserved. Use of this document is subject to the terms and conditions of the Steelbiz Licence Agreement Discuss me ...
06 The beams used are HEA-profiles in the façade (typically 240 mm) and omegashaped profiles in the interior of the building. The leaning columns use VKR rectangular hollow sections, which are welded together and installed as a giant ladder. The horizontal beams hold these columns in place horizontally. The floor consists of 270 mm deep hollowcore concrete units. Their span varies between 4 and 11 m, dependant on the building geometry. The building is stabilised by three staircases in precast concrete with post-tensioned bars over half the building height.