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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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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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Steel hall structure for industrial production
Bém, Miroslav ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is design and assessment of the double aisle steel hall structure for industrial production in Moravské Budějovice. The hall has rectangular ground plan and it is 30m (18 m and 12 m) wide and 56 m long. There is trolley crane inside in the buinding with a lifting capacity of 12,5 tones. The main bearing components are trusses, solid poles, bracings and thin-walled purlins.
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The roof structure of a bus station with facilities in Vrchlabí
Vondráček, Vít ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
The subject of bachelor's thesis is design and assessment of steel load-bearing construction of bus station in Vrchlabí. It is designed as a co-operating load-bearing steel pillar based structure with the construction of the outdoor platform. The design was considered in four different options for inner building. Followed was mainly the weight of inner structure with respect to the roof deck. The selected option is then incorporated into the scope of the entire structure. Design and assessment was conducted in accordance with the applicable standards and by using a computer program Scia Engineer.
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The roofing of a railway station
Olbert, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The goal of this thesis is structural design of railway station lobby steel roofing. The construction dimensions are 63,0 m x 300,0 m with height adapted for railway vehicles traffic according to ČSN 73 6320 technical standard. The two-bay hall cross coupling consists of lattice trusses mounted on restrained columns. Axial spacing between individual bonds is 4,0 m. In the longitudinal direction the stability of articulated columns is secured by truss bracing placed in the roof and walls.
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The assessment of existing industry hall structure
Hamrlík, Martin ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The bachelor's thesis is focused on an assessment of existing industry hall structure of a rectangular floor plan. The supporting system design consists of a precast reinforced concrete skeleton. The aim of this work is to determine the structure of the expected loading of a new crane runway. The subjects of assesment are columns, girder of crane runway, short corbel and concrete foot. In other part of the project is designed reinforcement nonconforming elements. The work includes the development od structural analysis, drawing of hall structure and reinforcement drawings of reconstructed elements.
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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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The manufacuring hall in Louny
Jirásek, Marek ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The aim of the bachelor thesis is design and assessment of the factory building in Louny. The hall has rectangular floor plan 68x30m. The supporting structure of the hall is designed as a steel frame with roof truss, purlins and braces for attachment of sheatling.
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Family house load-bearing structure composed of thin-walled steel members
Bulíček, Radek ; Melcher,, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis is to design and verify load bearing members of single-storey family house composed of thin-walled cold-formed elements. Parking space for cars of timber members is the part of the house, too. The family house is in rectangular plan with dimensions of 9.5 x 10.5 m. The roof of the house is hipped, on the side of the house with the parking place rafters are associated with garage rafters. The following elements were statically assessed: structural members of the house roof (rafters, collar tie, roof bracing), structural members of the ceiling (ceiling beams), reinforcing timber frame, external and internal load bearing walls (columns), load bearing elements of the parking space (rafters, purlins, columns). All assessments were performed according to currently valid standards. The calculation showed that the resistance and serviceability of all components are satisfied.
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