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Additional info for Best Practice in Steel Construction in Commercial Buildings: Guidance for Architects, Designers and Construction

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In the higher part, the vertical structure is exposed with columns indented into the room. In the lower part, the steel structure is fully exposed and thus the exterior of the building reflects the interior. 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 ... Case Studies Project Team Construction Details Client: Sankt Kors Fastighets AB Architect: Lund & Valentin arkitekter Project Manager: Hifab Byggprojektledaren AB Contractor, Framing: Strängbetong Contractor, Steel: PPTH-Norden Oy Structural Engineer: CSE projekt AB, PPTH Engineering Steel columns (circular hollow sections) are used in combination with steel beams and hollowcore concrete slabs.

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.

06 The lightweight façade and glazing was attached to the perimeter steelwork and provided a controlled internal environment, minimising on services installations. Slimdek also minimised the visual impact of the structure, which was important for the architectural concept. The auditorium was conceived as a cantilever structure of 26 m span and 3 storeys height, which was supported by inclined members at each floor. 6 m unpropped spans (as propping was not practical in this area). Steelwork was supplied by a consortium of three steel fabricators, with ASB beams and decking supplied by Dutch Engineering.

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