Design and construction of a 54 m high Telecommunication Tower with three aerial platforms and separate base building in the north town area of Stuttgart. Because of this exposed location it was essential to find a slender design.
Reinforced concrete foundation as a 1.2 m thick hexagon panel with 5 m diameter
Tower shaft as a conical tapering octagon steel section with a maximum diameter of 1.2 m and a total height of 54 m
Structural analysis with the use of deflection theory and special analysis of the transverse oscillations