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The storage hall
Urbánek, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The subject of this bachelor's thesis is to design the steel roof structure of storage hall in the area of Třebíč city. The plan dimensions of the structure are rectangural 43.200 x 27.850 m. The height of the structure is 8,150 m. The hall is design with gable roof. The main load bearing structure is comprised by an arch frame. The width of the frame is 24.000 m. The spacing of the frames is 4.200 m. Thje frames are connected with purlins. The longitudal rigidity of the structure is provided by transverse wind braces, purlins and walers. The roof covering is composed of sandwich roof panels laid directly on the purlins. The cladding is composed of sandwich wall panels. Along the storage hall is a covered ramp.
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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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Reinforced concrete aeration tank
Vlach, Jakub ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The aim of this work is to design and static analysis features open embedded aeration tank wastewater treatment plants, in particular the assessment base plate and exterior walls. On the basis of reports is prepared drawings consisting of reinforcement drawings and drawing shapes. The proposal was made on the values of the internal forces of the outputs of computer program SCIA Engineer 2012-Student Edition.
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Monolithic concrete building at sewerage plant
Klimeš, Petr ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with design of monolithic concrete construction with a timber roof truss for a device of sewerage plant. This construction consists of these elements- strip foundation, walls with lintels, slab and timber trusses. This thesis contains static analysis of the component parts and their drawing documentation.
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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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Sports building in Bystřice pod Hostýnem
Milich, Marek ; Štrba,, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this bachelor´s thesis is to design and statically examine a bearing structure of sports building in Bystřice pod Hostýnem. The core bearing structure with ground area measuring 28 x 43,4 m consists of steel frames from rolled sections. Scia Engineer 2010 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were double-checked with a hand calculation of a few subelements
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The steel roof structure of a sport hall
Frank, Ivo ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Jihlava. The plan dimensions of the structure are rectangural 45.200 x 40.300 m. The height of the structure is 15.150 m. The hall is designed by cylindrical roof. The main load bearing structure is created by arch lattice frame. The width of the frame is 40.300 m. The spacing of frames is 9.000 m. Frames are connected by lattice purlins‘. Purlins’are arranged radially. Longitudal rigidity of the structure is provided by transverse wind braces and upper beams of the purlins‘. Roof covering is made of roof panels laid directly on the purlins‘. The cladding is made of panels too. In the front of the structure is the cladding made by self-supported structure, which is not part of this thesis.
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