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Steel structure of a sport hall
Lorenc, Jakub ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this bachelor’s thesis is the design and assessment of main load-bearing elements of the steel structure of sport hall in Lužice. The building is of rectangular plan of dimensions 37,12x51 m and height 12,8 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 6 m and they are connected by purlins and girts. The spatial rigidity of the structure is ensured with a system of bracings. The structure elements are made of steel class S235, the cladding consists of sandwich panels.
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Shopping gallery
Lorenc, Jakub ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The subject of this diploma thesis is the design and assessment of main load-bearing elements od the steel structure of shopping gallery in Hodonín. Part of floor plan is rectangular and rest of it is half-circled. Object's dimensions are 7é m x 147,75 m (and roof overhang 1,5 m on each side), the height of the ridge is 13,43 m and the height of the roof's dome is 22,70 m. It's a two-storey building. The load-bearing structure consist of pin-suported columns, in this case there is max. 8,5 m distance between them in direction of main frame. The distance between main frames is 9 m. The spatial rigidity of the structure is ensured with floor slabs and system of bracings. The cladding consists of sandwich panels, roof's fanlights and dome of glazed areas. Most of elements are made of S355 steel.
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Shopping gallery
Lorenc, Jakub ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The subject of this diploma thesis is the design and assessment of main load-bearing elements od the steel structure of shopping gallery in Hodonín. Part of floor plan is rectangular and rest of it is half-circled. Object's dimensions are 7é m x 147,75 m (and roof overhang 1,5 m on each side), the height of the ridge is 13,43 m and the height of the roof's dome is 22,70 m. It's a two-storey building. The load-bearing structure consist of pin-suported columns, in this case there is max. 8,5 m distance between them in direction of main frame. The distance between main frames is 9 m. The spatial rigidity of the structure is ensured with floor slabs and system of bracings. The cladding consists of sandwich panels, roof's fanlights and dome of glazed areas. Most of elements are made of S355 steel.
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Steel structure of a sport hall
Lorenc, Jakub ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this bachelor’s thesis is the design and assessment of main load-bearing elements of the steel structure of sport hall in Lužice. The building is of rectangular plan of dimensions 37,12x51 m and height 12,8 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 6 m and they are connected by purlins and girts. The spatial rigidity of the structure is ensured with a system of bracings. The structure elements are made of steel class S235, the cladding consists of sandwich panels.
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