115 Category 3: Industrial Buildings and Plants 3 Owner Ostroj Ltd. Architect Ing. arch. P. Gottwald General Contractor Femont Ltd. Engineering Office Atelier P.H.A. Ltd. Construction Period 2014 Building geometry and structural system: The design for the foundations uses raked Franki piles. The main load bearing structure consists of double wing steel frames with a span of 17.0 m and a 10.0 m eave height. Truss columns are anchored into foundation pads. The secondary structure consists of roof beams and stability beams with diagonal cross bracings. The contractor required four 25 t cranes. Design process: The training module was calculated in the SCIA Engineer program and exported to the Tekla program with Module SCIA 2 Tekla. The designer used this perfect combination of programs for design and fabrication of steel constructions. For fast feedback, the designer used a 3D export from Tekla to the browser. Conclusion: The whole structure was calculated using a complete 3D-model. In this way the total influence of all external loads could be considered and the global stability calculated, with the accompanying deformations, as well as the details of connections. The designer made use of programs for collaboration between contractor, designer and different software. Industrial Hall - Opava, Czech Republic SE Contact Hana Gattermayerova Address Gabčíkova 15 182 00 Prague, Czech Republic Website www.atelierpha.cz Atelier PH A was founded in 1990. It deals with design tasks, preparation and implementation of investment projects and engineering activities and is an expert in the field of construction and real estate investments. Participation in expert opinions on the condition and measures taken on load-bearing structures in industrial sector, high-rise apartment buildings, apartment building regeneration, expert opinions on the impact of emergency situations like fires and flooding on load-bearing structures, building passports during reconstruction etc. Atelier PH A
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