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Design of steel structure of the roof of swimming pool in Blansko
Pernica, Martin ; Melcher, Jindřich (referee) ; Hron, Lukáš (advisor)
Scope of this beachelor’s thesis is a design of load-bearing steel construction for the roof of local swimming pool in the town of Blansko. This construction is designed in the way of replacement of current steel construction which is part of the whole building. The basic load bearing system of the building is a concrete prefabricated frame. Ground dimensions of this building are 37.4 m x 55.4 m with a height from the ground plane to the top of the newly designed rooftop 13.14 m. Ground dimensions of the separate construction of roof are 20.8 m x 30.4 m with construction height 8.675 m in southern facade and 5.075 m in other facades. Load-bering construction is architectural and that’s why is formed mainly from hollow sections like RHS,SHS a CHS. Because of a high humidity all the joints are welded. The whole system is withou purlins.
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Steel structure of viewing tower
Doležal, Tomáš ; Röder, Václav (referee) ; Hron, Lukáš (advisor)
Aim of the bachelor thesis is to create proposal and static assessment of supporting steel structure of 24 meters high viewing tower based on original architectonic proposals. Climatic load (wind, snow, icing) is determined for expected allocation of viewing tower - Plzeň. The thesis consists of technical report with assembling solution, static report of main supporting parts and chosen connections and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA Engineer 2011 software. Static report is created manually according to valid European standards.
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Supporting structure of exhibition pavilion
Novotný, Petr ; Štrba,, Michal (referee) ; Röder, Václav (advisor)
This bachelor thesis focuses on the design and stress analysis of the steel construction of an exhibition pavilion in Brno which utilises tensegrity in its load-bearing system. It also includes the assessment of the main load-bearing construction elements and of the details of selected connections. The thesis also contains the design documentation of the building.
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The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
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Multifuntional Sport Hall
Škatula, Václav ; Pilgr,, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis presents a project of a load bearing structure of a multifunction hall that has a rectangular ground plan and also deals with the assessment of the project. The object is situated in the urban area of Ostrava. The task provides two versions of design. The first version consists of ten traverse joining beams witch are distanced five meters from each other. The second version consists of six traverse joining beams witch are distanced nine meters from each other. The thesis focuses on the load pressure of the steel construction, the main emphasis being placed on the single structural components and assembling components. The calculation meet the standards of ČSN EN.
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Information Centre
Kovář, Jindřich ; Štrba,, Michal (referee) ; Barnat, Jan (advisor)
This bachelor thesis is concerned with the static project and the consideration of the carrier steel construction of the information centre that means the two-storeyed building with the 24 x 24m extent. The project is solved by two options. In both cases, the steel basis with components united by articulated joints is concerned. These are pillars, supporting joists and ceiling beams that are composited with a concrete desk so that they ensure the position stability in a horizontal direction. The both options differ from each other by the position stability method in a vertical direction. In the first case, the vertical clamps avoid the deformation. In the second case, two frame constructions are designed for both yawing directions. The result was the choice of the first method that is discussed in a more detailed way further.
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The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. 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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Construction and Technological Solutions Structural System of the Building for Fitness, Rehabilitation and Accomodation in Štíty
Revús, Adam ; Valenta, Michal (referee) ; Mohapl, Martin (advisor)
The Bachelor´s thesis pursues the decisive issues of supporting structure of the building for fitness, rehabilitation and accommodation in Štíty. The thesis seeks to find the building – technological optimum for main construction works. The thesis includes technical report of the object, technological prescription, equipment construction, machinery , budget, timetable,inspection and test plan, work safety.
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