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The industrial hall with the dimensions L/W/H=165m/40m/11,2m uses a support raster of 20m/15m. Neither in the side walls nor in the front walls any bracing was permitted. The stabilization of the hall solely had to be ensured using the framed columns in axis 'Es' and additional roof bracings. The roof was loaded with stages and superstructures for the active ventilation of the hall. Between the chords of the subcarrier roof trusses additional loads resulting from conveyor technique and installation had to be considered.
Optimizing the structure, drawing the surveys and making the statical calculation for assay. Also the manufacturing and the assembly were to be optimized.