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Roofing of the grandstand in Pohořelice
Horníčková, Kateřina ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor’s thesis deals with the design of the steel structure roofing of the grandstand in Pohořelice. The plan dimensions of the structure are 19,35 x 5 m, the height is 3,35 m. The main load-bearing structure is a curved L-shaped frame with variable cross-section. Stability is complemented by couplings in vertical and roof planes. There are two braced bay. The roof structure is placed on wooden purlins. The construction material is steel S235 and wood class C20.
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Shopping centre
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this diploma thesis is a design of a bearing structure of a shopping center, situated in Brno. The structure is a U-shaped building with horizontal dimensions 120 x 45 m. In the front of the building there is a structure in a shape of a tower 24 m tall that is embedded into the main part. Beside this part, the building is covered with green roof. Materials used are steel S355 and concrete C25/30. The structure consists of columns and horizontal beams. The stiffness is secured by vertical stiffeners and by floor structures from reinforced concrete. Two variants were designed and compared. One is composite steel and concrete structure, the other one is just a steel structure. After evaluating both variants, the composite one was chosen and elaborated in more detail. Calculations were done according to valid Eurocodes.
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Steel structure of exhibition pavilion
Kárník, Miroslav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The goal of the bachelor’s thesis is to design and assess a steel structure of the exhibition pavilion in Česká Třebová. The ground plan dimensions of the load–bearing structure are 30 meters in width and 63 meters in lenght. The maximal height of the structure is 12 meters. Main frames are made of truss girders of atypical shape. The girders are pin–supported on solid columns on one side and on foundation pads on the other side. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters.
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Steel structure of a sport hall
Vraňanová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of this work is to design and check the steel construction of the sports hall. The maximum dimensions of a floor plan are 72,0 m x 37,58 m. Construction is embedded in terrain, with the total height 13,47 m and 9,97 m above the terrain. The lattice arched crossed link is the main supporting part that is anchored to a concrete panel on each side, using a pair of pins.The roof cladding is made of sandwich panels and is supported by truss purlins. Space stability is ensured by cross bracing and longitudinal bracing.
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Gymnastics hall in Púchov
Mikulica, Adam ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis was to design and check the construction of a steel gymnastics hall. The structure consists of two connected parts, the mail hall whit the floor plan dimensions of 18x30 m and an extension of the floor plan dimensions of 9x30 m. The building is situated in Púchov. The modular distance of the main frames is 6 m. The computational model of construction was built up using Dlubal RFEM software.
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Steel structure of heliport
Kuttelwascherová, Olga ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The main subject of this bachelor’s thesis is the design and static analysis of the freestanding steel structure of heliport in the hospital complex in Šumperk. The landing area has an octagonal shape and is 17 meters high above the ground. The main bearing structure consists of truss girders, which are supported by eight columns. Most of the bearing elements have a circular hollow cross-section. The spatial stability is ensured by the truss bracings. Members of the structure are from the structural steel S355. The internal forces and deformations were calculated by software Dlubal RFEM. The thesis also includes a technical report and a drawing documentation.
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Frýdek roofed grandstand
Kofler, Nikodém ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The work deals with a design of a steel structure of a grandstand with a roof at the football stadium in Frýdek-Místek. The floor plan dimensions are 50 × 14 m, the height is 16,4 m. The auditorium structure consists of lattice girders placed on main girders. Mono-pitched roof is supported by rods to columns. The construction material is S235 steel.
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Steel footbridge for pedestrians and cyclists
Sýkora, Jiří ; Pešek, Ondřej (referee) ; Štrba, Michal (advisor)
The aim of the work is to design a steel footbridge for pedestrians and cyclists in Brno. This is a valley bridge where there is no road for vehicles. All motor vehicles are not allowed to entering the footbridge. The theoretical span of the bridge is 50 m, the height of the structure is 7 m. The bridge deck is elevated by 0,5 m in the arch. Two variants have been proposed. The more suitable one was selected by comparison according to several criteria, for which a detailed structural analysis and drawings were prepared.
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Shopping center in Frýdek-Místek
Pešák, Radek ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of the diploma thesis is to construct a steel shopping mall hall. The construction is located in Frýdek-Místek. The whole object can be divided in two parts. One part of the building is an atrium with a cross bridge made from glass. The roof construction of the atrium is designed as system of cylindrical lattice girders within purlins are set up. The other part of the construction is multistoried shopping mall with terrace designed as composite steel and concrete structure. The whole ground plan size of the construction is 72 m x 120 m. The height of the construction above the ground is 12.06 m. The cross-links are built up to 6 m one. There were created two versions of the construction. The most convenient version is described in more details. The outcome of the thesis is a comparison of two above mentioned versions. The whole project is based on officially recognised standard ČSN EN. The construction was designed in RFEM programme.
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Pedestrian bridge in Hradec nad Moravicí
Janeček, Tomáš ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of this thesis was to design and assess a footbridge over the Moravice River for pedestrians and cyclists, as the existing footbridge is in poor condition and it is narrow, so it doesn't allow convenient movement of pedestrians and cyclists. The footbridge is located in Hradec nad Moravicí and connects Žimrovická Street with the sports complex on Na Potůčku Street. First, four different variants were considered, from which the most advantageous design was selected, and it was then solved in more detail. The winning variant is a steel arch footbridge with a lower bridge deck, while the bridge deck is suspended on two rigid arches by means of tie bars. The span of the footbridge is 28 m, the span of the arch is 5.5 m, and the entire structure is made of S 235 steel except for the screws and system tie bars.
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