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The design of multi-storey building
Hardubej, Martin ; Girgle, František (referee) ; Švaříčková, Ivana (advisor)
The aim of the thesis is the design and assessment of selected elements of a new build multi-storey office building. The supporting structure of monolithic reinforced concrete skeleton is modeled SCIA Engineer and burdened set load cases and combinations. The outputs of the internal forces of the calculation program are dimensioned selected elements. Selected elements include locally supported slab, columns, column shoes, basement wall and footing still. The thesis is selected reinforced concrete elements assessed on the ultimate limit state. The output of this work is static calculation of individual elements. Another part of the output consists of drawings solved elements.
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The exhibition hall in Olomouc
Ćmiel, Jiří ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
Master's thesis includes designing of exhibition pavilon on a circular platform with a diameter of 35m. The pavilon is designed as a schwedler circular dome. The construction is designed as a ball and is made of tubes. Pavilon includes designing of floors and stairs bearing system that is also made of steel.
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Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
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Precast concrete structure of production hall
Hradský, Richard ; Kostiha, Vojtěch (referee) ; Girgle, František (advisor)
The main part is design and calculation of the transversal frame of industrial building consisting of those parts (girder, column, foundation pad). Computational software SCIA ENGINEER is used for design, calculation and drawing of those forces, moments and stress of elements. The verify of the results and their accuracy is applied handdone static calculation of forces, moments and stress. The drawings of those elemenst will be producted by Computational and drawing software ArchiCAD.
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Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
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The prefabricated factory building with office block
Krejčová, Jana ; Bažant, Zdeněk (referee) ; Čírtek, Ladislav (advisor)
Master´s thesis describes the design and assessment of selected elements concrete factory building with office block, elaboration of shape and reinforcemenet drawings of selected structural prefabricated elements. The work also includes technical report and details of connection elements. Calculation was performed also using a computer program SCIA Engineer and Excel.
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The Warehouse with load capacity 25 kN/m2
Vymazal, Jakub ; Bažant, Zdeněk (referee) ; Čírtek, Ladislav (advisor)
Bachelor’s thesis with tittle „The Warehouse with load capacity 25kN/m2“ is processed as a project documentation according to valid assessments. The Warehouse is located in the city of Brno. Its ground plan dimensions are 12x18m. It is made of concrete and designed as a one-floor building with a flat roof. The main supporting construction is created by grate bond, which causes in both directions. It is combination of longitudinalated and transversed frames. There are 3 frames with 6m axis distance and 18m range in the longitudinalated direction and 4 frames with 6m axis distance and 12m range in the transversed direction. Columns in the frames are anchored to base feets. Supporting system of 1st floor is designed as a double-sided beamed ceiling. Beams are designed as continuous girders assigned on a spoke of the frame.
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Reinforced concrete structure of a multifunction building
Mengler, Tomáš ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor´s thesis „Reinforce concrete structure of multifunction building“ is deal with design of a department store construction. The aim is evaluace the ultimate limit state of reinforced concrete slab over the first floor. The analysis of the locally supported slab is performed by software on principle MKP, was choosen Scia Engineer 2012 software. The method of the sum of the moments is verify values of internal forces. In addition, the slab is assesed for pushing through. The last part of static calculation is assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings
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Apartment house
Strejček, Michal ; Skřek, Daniel (referee) ; Donaťáková, Dagmar (advisor)
The subject of this bachelor's thesis is the creation of design documentation for the construction of an apartment building. The building is located on a slightly sloping plot. The apartment building is designed as a stepped house with terraces and retreating stories. It has two floors and a basement, which is partly underground and part protrudes above the ground. There is a garage compound with four parking spaces In the basement. On the first floor there are 2 apartments with a layout of 3 rooms + a kitchenette. On the second floor there are 2 apartments with a layout of 2 rooms + a kitchenette. A walled structural system is being used. The external masonry in the basement is made out of permanent formwork from concrete blocks. The external masonry of the above-ground floors is made of Porotherm ceramic masonry and is insulated with external thermal insulation composite system (ETICS). The internal masonry is made of Porotherm ceramic masonry units. The structure is based on strips foundation and is roofed by a warm flat roof. The horizontal structures are made of prestressed concrete Spiroll panels and monolithic reinforced concrete slabs.
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