Over 70 years of engineering experience.
Design for construction, mining and environment

STRUCTURAL ENGINEERING

With an excavation of 26m x 26m, as well as a depth of 3,50m altogether approx. 2.750m³ soil has been removed. Specific demands to the static occurred because the building is located in the seismic zone 1. The ceilings are made of 20 cm thick filigree floor. The inside of the floor covering the sub-basement is made of approx. 2,4t round bar reinforcement and approx. 5,5t reinforcing mats. The brick corridor walls have a curved form. Thereby the corridors appear to be spacious. A photovoltaic plant with a total nominal output of 10,6 kVA has been constructed on the roof of the building.