Mast and Look-out Tower in Prague

Customer Project

Structural Engineering Special Metal & Glass Structures
Dipl.-Ing. Jiri Kleprlik
Den Haager Straße 1
Würzburg, Germany
Diploma Thesis by Mr. Anatol Dündar
advisor Prof. Dr. G. Wiechert
University of Applied Sciences Würzburg-Schweinfurt, Germany

Length: 23 m | Width: 21.78 m | Height: 56 m | Weight: 116.15 t
Nonlinear Effects: Cable members
Number of Nodes: 838 | Members: 2,091 | Materials: 1 | Cross-Sections: 55

The look-out tower was designed as line model in AutoCad and imported to RSTAB.

In consultation with, the structure has been optimized using various models during the planning phase. The model including 23 load cases, 12 result combinations and 1 load combination was calculated according to the second-order analysis.

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