|
|
Steel structure of indoor pool
Lengyel, Barbara ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The content of this bachelor's thesis is the design and the assessment of the loadbearing steel structure of an indoor pool. Ground plan dimensions are 30×84 m and the height of the structure is 14 m. The main supporting system is composed of 15 main trusses in 6 metre distance. The main truss is formed by a truss girder in the shape of a wave, which is on one side pinned on steel column and on the other side is pinned on concrete column. 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 system of longitudinal and sway bracings.
|
|
|
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.
|
|
|
Airport Departure Hall
Čech, Ondřej ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with the design and assessment of steel load bearing structure of the departures hall of the airport. It is a purlin system consisting of sloping trusses of curved shape with overhangs that make up the awning above the entrance to the building. Truss to span 18 meters is welded from pipes. The steel used in the project is S355. For the design was used Scia Engineer software, in which was created a spatial model of the structure.
|
|
|
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.
|
|
|
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.
|
|
|
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.
|
|
|
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.
|
|
|
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.
|
|
|
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.
|
|
|
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.
|
guest ::
