National Repository of Grey Literature 6 records found  Search took 0.00 seconds. 
Steel Structure of Sport Hall
Hrabovská, Kristýna ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design and assess the steel structure of a new sports hall located in Slavkov u Brna. The hall should be used mainly for common collective ball sports. This fact places minimal requirements on the dimensions of the building. The hall has rectangular shape with dimensions of 61x30 meters, height of 12.5 meters and a saddle roof with angle of slope 10°. Its main frame is created of truss with pin-supported beams. The spatial rigidity of the structure is secured by longitudinal and sway bracings. The bars of the steel structure consist of rolled sections. The cladding of hall made of panels manufactured by Kingspan. Panels are supported by wall girts and roof purlins. A permanent load on the building is considered due to the weight of the steel structure and panels and variable load is considered due to the snow load and wind load. Steel S235 is used as the construction material.
Multi-storey building
Hasil, Tadeáš ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The subject of the bachelor´s thesis is structural design multi-storey building a department store. The structure is designed for the site Brno.Static calculation is solved by a combination of manual calculation and calculation using software R-STAB.The steel structure is placed between the reinforced concrete towers.The purpose of reinforced concrete is vertical transport. Transversal course is dividet to 6,0+3,0+6,0=15m.Longitudal course is dividet to 9x6,0m = 54m
The multipurpose hall in Tábor
Tomeš, Martin ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
In my project I focused on the design of the sports hall in Tabor. As the main construction material was used glued laminated timber. the associated structure was used steel. the structure has a span of 45 meters and a length of 60 m, height of 15.5 meters. For a given type konstruckce I decided for economic reasons to curved beams of glulam supported at the ends.
Steel Structure of Sport Hall
Hrabovská, Kristýna ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design and assess the steel structure of a new sports hall located in Slavkov u Brna. The hall should be used mainly for common collective ball sports. This fact places minimal requirements on the dimensions of the building. The hall has rectangular shape with dimensions of 61x30 meters, height of 12.5 meters and a saddle roof with angle of slope 10°. Its main frame is created of truss with pin-supported beams. The spatial rigidity of the structure is secured by longitudinal and sway bracings. The bars of the steel structure consist of rolled sections. The cladding of hall made of panels manufactured by Kingspan. Panels are supported by wall girts and roof purlins. A permanent load on the building is considered due to the weight of the steel structure and panels and variable load is considered due to the snow load and wind load. Steel S235 is used as the construction material.
Multi-storey building
Hasil, Tadeáš ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The subject of the bachelor´s thesis is structural design multi-storey building a department store. The structure is designed for the site Brno.Static calculation is solved by a combination of manual calculation and calculation using software R-STAB.The steel structure is placed between the reinforced concrete towers.The purpose of reinforced concrete is vertical transport. Transversal course is dividet to 6,0+3,0+6,0=15m.Longitudal course is dividet to 9x6,0m = 54m
The multipurpose hall in Tábor
Tomeš, Martin ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
In my project I focused on the design of the sports hall in Tabor. As the main construction material was used glued laminated timber. the associated structure was used steel. the structure has a span of 45 meters and a length of 60 m, height of 15.5 meters. For a given type konstruckce I decided for economic reasons to curved beams of glulam supported at the ends.

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