153 Coek TCI III The ‘Coek TCI III’building has a wall height of 22m and a total span of 30 m. The length of the building is about 120m. In total, about 850 tons of steel is used for constructing an area of about 4.800m². The combination of a heave crane with a lifting power of 500 tons, a large braking force and a wall height of 22 m prompted to choose a design with 47 composed columns, formed out of 2 H-profiles, connected diagonally by hollow sections. The connection of the new development with the existing building is realized through a nave and here comes an opening in the wall of 10 m by 8 m. 1 composed column falls away on this spot. In order to absorb the loads of this opening, four double framework columns of each 15 tons are foreseen, they are executed in ‘3D’. Fully charged, these columns will have to cope with up to 500 ton. Also the crane way beams are reinforced with frameworks on the length of the span. The study department of Edibo has executed a stability study according to the Eurocode with the program ESAPrima Win. Short Description
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