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Reinforced concrete road bridge
Koumar, Jan ; Panáček, Josef (referee) ; Koláček, Jan (advisor)
The subject of this bachelor's thesis is the design of a reinforced concrete road bridge with one span over the river Oskava in the village Unicov. The bridge will convert road II/449 category S 7.5 / 50. Two shape variants of the cross-section were designed, from which a slab with a trapezoidal cross-section and a considered span of the bridge of 14.00 m was selected for the design and assessment of the load-bearing structure. The internal forces from the applied load were calculated on a slab model in SCIA Engineer 18.1 and compared with a manual calculation on a bar model using the method of resistive widths. The load-bearing structure is dimensioned for the ultimate limit state and the serviceability limit state.
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Design of sand blasting machine modification
Klár, Pavel ; Fuis, Vladimír (referee) ; Krejsa, Jiří (advisor)
This thesis is focused on design and implementation of structural adjustment of sandblasting machine with regard to the requirements of resolution. The first part consist of short study describes a blasting technology and various types of blasting machines. Second part – practical part consists of problem analysis and setting goals to be achieved. The main goal of the design is to not influence the machine and to limit presence of the operators by modification in the actual process of sanding. There is also detailed design of solution’s proposal which fulfills the specified goals and is supported by calculations. Descibed design was realized and preliminary results suggest that pre-defined goals are met.
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Mechanical barrier project
Kubeš, Ondřej ; Škopán, Miroslav (referee) ; Malášek, Jiří (advisor)
The first part of the thesis analysis is about the most common concepts of barriers which restrict the passage of vehicles. These provide security for parking cars. On the basis of this analysis is made design of road barrier. This proposal is accompanied by the plan.
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Car show room in Olomouc
Mudrák, Štěpán ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is structural design of a car showroom building in Olomouc. The layout dimensions are 16 x 37 m, the roof is designed as a 5° slope half span roof with cantilever hanging of 6 m. Roof layout dimensions are therefore 22 x 37 m. The object is designed as a two – storey building with two levels of second floor. Maximum height of the structure is about 9,0 m. The design is based on a study of two materiál variants – timber and steel structure. More suitable variant was chosen and following drawings, structural design report and technical report were processed. Main structural system is designed as a one rigid corner column – girder connection, 6 m axis dimensions. Main structural material is a glued laminated timber, completed with coniferous timber and steel elements. The roofing is supported by rafters which are connected to the main roof truss. Bearing element of floors is a Novatop Element structural systém. The spatial rigidity of structure is ensured by steel stiffeners. Structural analysis was carried out by finite element method in software Scia Engineer 21, where the design of the basic elements for ultimate limit state and serviceability limit state was made. Connection design was processed manuály and with software Idea Statica and Hilti Engineering Suite.
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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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Multi-storey building
Hasil, Tadeáš ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The subject of the bachelor´s thesis is structural design multi-storey building a department store. The structure is designed for the site Brno.Static calculation is solved by a combination of manual calculation and calculation using software R-STAB.The steel structure is placed between the reinforced concrete towers.The purpose of reinforced concrete is vertical transport. Transversal course is dividet to 6,0+3,0+6,0=15m.Longitudal course is dividet to 9x6,0m = 54m
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Roof over the Administration Buildings Forecourt
Baculak, Ladislav ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.
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The Structure of the Atypical Family House in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of master’s thesis is design and assessment of steel load-bearing construction of atypical family house in Vrchlabí. Structure is designed as multi-storey steel structure, cooperating with stiff concrete core. The design was considered in four different options which combines possibility of using steel, steel and timber with different way of stiffness for whole structure. There is also composite steel-concrete alternative floor trimmer for selected option. Design and assessment was conducted in accordance with the applicable standards and by using software Scia Engineer.
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