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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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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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Car showroom
Kováčová, Zuzana ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of the Bachelor thesis is a static and structural design of a steel construction of a car showroom in Trnava. I tis a two-bay construction with a mono-pitched roof. As a first, the load was calculated, next the structural version was determinet. Structural analysis was made with Dlubal RFEM software. Main load-bearing elements were designed and checked, including reinforcing members, column anchorage and selected connections. Were made a calculations, drawing documentation and technical report.
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Steel structure of cultural hall
Trávníková, Nela ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The object of the Bachelor’s thesis is the design and the assessment of the supporting steel structure of cultural hall. The dimension of ground plan is 35 x 60 m and the height of the structure is 14 m. Structure consists of thirteen main trusses in 5 metre distance. Main truss is composed of pin-supported truss girder in shape of wave, which lies on columns. Main columns are fixed in main course and pin-supported in longtudinal course. Frontal columns are pin-supported in both courses. Main trusses are connected by purlins and girts. Spatial rigidity of the structure is ensured by four sway bracings and four longtudinal bracings.
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Storage hall with administrative part
Žáček, Libor ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of the bachelor's thesis is the design and assessment of the steel load-bearing structure of a storage hall with an administrative part. The proposed building is located in Uherské Hradiště. The floor plan of the building is 24 x 40 m and the height is 9.0 m. The main load-bearing structure is designed as a two-hinged frame made of rolled IPE profiles. The girders and axillars are designed from thin-walled profiles. The ceiling structure in the administrative part is designed as a composite concrete slab in trapezoidal sheet.
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Steel structure of sport hall in Brno
Jedzoková, Patricie ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The thesis deals with the design and structural assessment of the steel structure of sports hall in Brno. The dimensions of a floor plan are 35x78 m and height 15,4 m. The structure consists of fourteen main trusses, the distance between them is 6 m. They consists of arched trusses, which are pin-supported by fixed columns. The main trusses are connected by purlins and girts. The spatial ridity of the structure is ensured by transversal bracings and longitudinal bracings. Kingspan panels are utilize fot the structure cladding.
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Tennis hall
Vachutková, Alžběta ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the bachelor thesis was the design and assessment of the steel supporting structure of the sports hall in Litovel. The main frame is formed by a double-braced frame in the shape of a mansard with a span of 24 m and a plan length of 50 m. The height in the centre of the main frame is 12 m and the axial distance of these frames is 5 m. The used material is steel S 355. The joints of the frame and the effect of their stiffness on the results of the computational model are discussed. Thesis includes the assessment of selected load-bearing elements, details and their drawing documentation.
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Storage hall with administrative part
Žáček, Libor ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of the bachelor's thesis is the design and assessment of the steel load-bearing structure of a storage hall with an administrative part. The proposed building is located in Uherské Hradiště. The floor plan of the building is 24 x 40 m and the height is 9.0 m. The main load-bearing structure is designed as a two-hinged frame made of rolled IPE profiles. The girders and axillars are designed from thin-walled profiles. The ceiling structure in the administrative part is designed as a composite concrete slab in trapezoidal sheet.
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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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Steel structure of cultural hall
Trávníková, Nela ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The object of the Bachelor’s thesis is the design and the assessment of the supporting steel structure of cultural hall. The dimension of ground plan is 35 x 60 m and the height of the structure is 14 m. Structure consists of thirteen main trusses in 5 metre distance. Main truss is composed of pin-supported truss girder in shape of wave, which lies on columns. Main columns are fixed in main course and pin-supported in longtudinal course. Frontal columns are pin-supported in both courses. Main trusses are connected by purlins and girts. Spatial rigidity of the structure is ensured by four sway bracings and four longtudinal bracings.
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