144 SCIA User Contest 2007 • Category 4 • CAE Buildings CAE Buildings 4 IGUBA, sro Address Miletièova 70 • 821 09 Bratislava (SK) Telephone +421 2 53417053 +421 903 469873 Fax +421 2 53416692 Contact Mr Guba Ivan Email [email protected] My company My one-man company was estabilished in 1997. I am a static Engineer. My annual turnover is between 40.000 and 50.000 Euros. • Structural engineering • Civil engineering: all about static and construction • Design of the static of residences and commercial buildings • Diagnostics of bearing constructions • Technical consulting My projects since 1990 • Lift- shaft of 120 m height for Boiler Steam Structure 2 x 500 MW in Shen-Tou (China) • Some platforms for Boiler Steam Structure 2 x 360 MW Jorge Lacerda IV (Brasil) • Reconstruction of Bank object „METROPOL“, Bratislava (Slovakia) • Steel Structures of many Tank- and Oil- Stations „AVANTI“ (now SHELL) in the Slovak Republic, Czech Republic, Hungary, Austria, Rumania, etc. • Commercial building „Swietelsky“ in Bratislava (Slovakia) • Secondary Combustion Chamber & Steam Boiler and Flue Gas Cleaning in Nyborg (Danmark) – see my project in SCIA User Contest Book 2002, p. 80 • Object of Furniture ATRIUM Bratislava (Slovakia) - see my project in SCIA User Contest Book 2005 Used software • NEXIS (ESA-Prima Win) Hockeyball hall Macharova Street Bratislava Hockeyball hall This project contains the static of a 153t heavy steel structure (S235) for the Hall of the Hockey-ball in Bratislava – Slovakia, where the steel structure will be mounted during January to September 2007. The total length of this object is 57.0 m, the width is 33.8 m, the area is 2000 m² and the volume is more than 20,000 m³. The steel structure of the object of the hall has 11 modules A-K of transversal stiffened frames consisting of rolled profiles between which the axial distance is 6.00m, between the rows E-F a half modulus 3.00m is inserted, so that the overall length of the hall will be 9 x 6.00 + 3.00 = 57.00 m. The transversal joints have an axis span of 33,80 m; on the main columns are mounted stiffened beams with their lower edges at the height of 8.20m. The supporting structure of the hall is made of a steel structure, consisting of vertical rolled columns HEA 500, stiffened cross beams and longitudinal rolled beams HEA 180 with transversal as well as longitudinal stiffening in horizontal and vertical planes. On the supporting steel elements there are externally affixed sandwich panels of a planar weight of 30 kg/m² protecting the hall from wind and weather influences.
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