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Bus station roofing
Buchníčková, Klára ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
This Bachelor Thesis deals with the design and assessment of the steel structure of the bus station roofing. The span of the structure in the transverse direction is 35 m, the length is 40 m. The maximum height of the roof is 16,8 m. The structure consists of trusses in the shape of a wave supported by solid columns. The distance between the main frames is 5 m. Due to the asymmetrical shape of the truss, the columns of the main frames have different heights - 14 m and 5 m. The construction is designed for the Brno area.
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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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Supermarket in Rožnov pod Radhoštěm
Valentová, Monika ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The subject of this bachelor thesis is to design and check steel structure of single-nave hall used as a supermarket. Structure is situated in suburban area of Rožnov pod Radhoštěm. The ground plan dimensions of designed structure are 27,0 m x 52,2 m. The maximal height of structure is 11,315 m. The main load-carrying structure is formed of 10 main frames in distance 5,8 m. The main frame forms shed roof with inclination of 7°. Main frame is made of web-plate columns and truss. Purlins are simply supported on upper belt of truss. Rigidity of structure is ensured by transverse and longitudinal brace. Roof cladding is made of sandwich panels laid directly on purlins. Peripheral cladding is made of sandwich panels as well, it is self-carrying and it is not part of this project.
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Departure hall
Čepl, Marek ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
Bachelor thesis focuses on the design of a steel Prague airport departure hall with dimensions of 70 x 40 meters and a construction height of 9,6 meters. The main components of the construction are steel frames with truss girders in a characteristic "wave" shape connected to the main truss columns in the center of the hall span. Steel frames are supplemented by side columns made from section steel profiles connected to the main girders by joints. All of the columns are hinge-connected in their anchoring. Each lateral steel frame is 5 meters apart and the overall stiffness is secured by bracings effective in compression.
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Multifunctional Sports Hall
Mika, Václav ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The bachelor thesis deals with design and structural assement of the steel multifunctional sports hall in Přerov. The dimensions of the rectangular floor plan are 34 x 61 m and the height is 13 m. Its main frame is created of cylindrical truss and columns. The distance of each cross links is 6 m. Single main frames are mutually connected with purlins and girts and the spatial rigidity of the structure is provided by sway bracings and longitudinal bracings.
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The Roofing of The Multipurpose Building
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
Aim of bachelor thesis was to design and assess timber framework of roofing multipurpose building. The building will be situated in Trebic. Ground plan dimensions of the building are 80.6 × 54.5 m and building height is 17.1 m. The building will have a curved shape with a radius of 30 m. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure will be solved by concrete anchor blocks on foundation strips. The main supporting element are trusses which statically acting as a double-jointed arches. Stability of trusses is securing by purlins together with bracings. Bracings are composed of four fields of cross bracings and longitudinal bracings. Gable walls will consist of columns with braces.
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The steel construction of a volleyball hall
Kratochvílová, Veronika ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The diploma thesis deals with the study of sports hall designated for volleyball. The volleyball hall is steel construction with arched truss with span of 30 meters. Sport`s background, roofed by mono-pitch plus saddle roof, is part of south-easterly side of the hall. The hall is situated in moderate slope terrain in cadastre unit Zbraslav na Moravě. Designed hall has rectangular plan (48 x 30 m) to this belongs also the foyer and the clubroom. Clear height of the hall is 15 m. Object consists of columnal structural system with steel columns that support arched truss. Center to center spacing of main truss is 8 m. The object is set up on reinforced concrete foundation pad. Column foot is sticked in foundation pad and column head is pinned. Roof’s and wall’s bracings provide stability of the hall. Curtain walling and roof cover is made of sandwich panels Kingspan. Insolation and daylighting is guaranteed by plastic windows set in the wall.
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Steel construction of the sports hall
Drahokoupilová, Nikola ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The subject of this thesis is the design and assessment of steel sports hall in the town of Krnov. The main structural material is steel S355JR. The ground plan dimensions of the object is 48,0 metres to 36,0 metres, the height of the object is 16,78 metres. There is a sport facilities unit adjusted to the construction . The dimension of such an object is 30,0 metres to 8,0 metres. The support system consists of columns and an arched trussed rafter. The axial distance of cross-links is 8,0 m. The spatial rigidity is ensured by the transverse and longitudinal bracings. The hall is founded on reinforced concrete strip footings. The perimeter and roof cladding consists of sandwich panels. In this work is processed a static calculation of structural elements including connections and drawing documentation.
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Load carring structure of a riding hall
Lička, Vojtěch ; Šmak,, Milan (referee) ; Sýkora, Karel (advisor)
The thesis focuses on a gantry of a riding hall, which will be realized in Opava region in the village Albertovec. This hall will serve for riding competitions. Proportions of the inner riding area are 20x60 metres. The gantry is constituted by 7 cross-links, which are formed by roof trusses and plane solid columns anchored into steel bases. Individual trusses are connected by 12 metres long lattice purlins. The strength of the construction is ensured by systems of stiffeners and the subsequent cover comprises of a roof and wall cover. Above the roof surface there is a lengthwise daylight.
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Airport Departure Hall
Bílek, Radim ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of this bachelor’s thesis is the design steel (load-bearing) structure of the serviceable departure ariport hall in Breclav. The plan dimensions of the structure are rectangular 51,43 x 64,00 m and the hight of the structure is 13,515 m. The load-bearing structure is consisted columns and reinforced concrete foundation footings, whitch hold truss girders in the shape of an ellipse. The distance of main trusses is 7,0 m. The statics calculation contains the assessment of the main load-bearing parts of the the structure, including directional details. The structure is made of steel class S355.
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