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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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Gardening centre
Hodonský, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The Bachelor thesis treat of design and appreciation load-bearing steel structure of gardening centre. The object is situated in Brno- Jundrov locality. Overall height of the structure is 9 meters and overall lenght is 35 meters. Cross link is formed with arched welded truss that. Columns and truss form the steel frame. Load is composed of self weight, additonal imposed load and climate load caused by wind and snow that is reached for given locality.Static review comes out from previous load and it has been accomplished by Dlubal Rstab 7.04 and by hand computation.
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The steel roof structure of a tennis hall
Šašinka, Jakub ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
This bachelor thesis describes the design and assessment of steel structure of the roofing of the sports hall. The supporting structure of hall is 20.00 meters span, 39.80 m length and 11.99 m height. Main construction material is steel, grade S235. There were done 3 possible variants of the hall, from which one of them was calculated in detail. It is prepared by static analysis of the main load-bearing parts of the structure, including joints and details. The supporting structure of hall consists in the transverse direction from the curved spatial lattice structure made of steel circular tubes.
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Stteel Structure of Auto Showroom
Sztulová, Petra ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Bachelor's thesis solves the design and assessment of the load bering structure of car showroom. The building is a single-storey, rectangular shape with dimensions of 15 x 30 m and a height of 7 m. Structure is formed by the roof cladding, purlins, rafters, columns and perimeter walls of glass.
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The steel structure of a bus terminal
Plíšková, Iveta ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The aim of the bachelor´s thesis is the design and the assessment of the steel structure of the bus terminal in Dvůr Králové. The shape of the constraction is the rectangular hall with dimensions 35 x 45 m and cylindrical roof. The building will be used as the platform for passengers, the space to rest for drivers and for catering for passangers. The structure is formed by lattice trusses, solid purlins and columns. The model of the structure and some calculations were provided by the program Scia Engineer.
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Structure Design of Exhibition Pavilion
Ruček, Martin ; Šmak, Milan (referee) ; Hron, Lukáš (advisor)
Concern of my thesis is to design the main load carrying structure of an exhibiton pavilion. The pavilion itself has circle shaped footprint, 55 m in diameter. Height of the building is then 15 m. The main structure consists of planar truss elements with generally curved upper and lower chords. The web of main truss element is designed as a perforated steel wall. Structural analysis and dimension design of main truss element is realised via axis model with rigid nodes, and verified on an accurate numerical model of a truss with web modelled as a perforated steel wall. Building is designed to be situated at exhibition area of Olomouc city. Design involves all the critical cross sections, and also selected mounting joints.
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Roof Structure of Swimming Pool in Budišov nad Budišovkou
Eliášová, Kristýna ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My Bachelor thesis deals with the design and review of a bearing steel structure of the roof of indoor pool building. The construction is of rectangular shape with dimensions of 28 x 46 m and its height is 7.5 m. Bearing structure consists of 11 transversal bindings, placed 4.6m per width of between each. Transversal binding consists of cantilevered columns and jointly set saddle trusses. All the calculations are done according to relevant ČSN EN directives.
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Rehabilitation and extension of the steel building
Výborný, Martin ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
Project deals with reconstruction and extension of steel structure according to the current norms while being focused on utilizing materials used in the original structure and on simple erection. It is about a former milk-drying factory with investor`s requirements to lower the height and increase the floor area. After the consideration of variants it was decided to select the one that provides the investor with the best economic results. Both modern software and manual calculations were used when designing the project.
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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