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 Engineering | Special Metal & Glas Structures Dipl.-Ing. Jiri Kleprlik Den Haager Straße 1 Tel.: 0931-68392 Diploma Thesis by Mr. Anatol Dündar advisor Prof. Dr. G. Wiechert University of Applied Sciences Würzburg-Schweinfurt, Germany |
| Investor | EUROTEL Praha s.r.o. |
