During the planning phase, the structure was optimized with various models in consultation with the architect. The model, including 23 load cases, 12 result combinations, and 1 load combination, was calculated according to the second-order analysis.
| Structural Design | Special Metal & Glass Structures Jiri Kleprlik, Dipl.-Ing. Den Haager Strasse 1 Tel.: 0931-68392 Diploma thesis by Mr. Anatol Dündar Supervised by Prof. Dr. G. Wiechert University of Applied Sciences Würzburg-Schweinfurt |
| Investor | EUROTEL Praha s.r.o. |
