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Airport terminal
Mika, Václav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The diploma thesis deals with design and structural assesment of the steel airport terminal in Prag-Ruzyne. The project is designed in two options. The dimensions of the rectagular floor plan are 79,3 x 98,65 m. The height of the building in highest point is 21,5 m. The airport terminal contains 9 main frames spaced by 9 m. The cladding of the roof and the side walls is designed by sendwich panels. The face wall is made by glass facade system.
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Home health services - Bobrová, technological stage of roofing
Malý, Martin ; Hanzelková, Martina (referee) ; Šlanhof, Jiří (advisor)
The bachelor thesis deals with structural and technological solution to roofing of the house health services in Bobrové, in the Highlands. Addresses the implementation of a truss structure of a gable roof and a subsequent cladding. The main content of the work formed the technical report, the construction situation, the budget with the statement of assessment, technological regulation, construction site equipment, timetable, design of mechanical assembly, inspection and test plan and work safety.
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The roof structure of the industrial hall in Kyjov
Nosková, Nela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The Bachelor´s thesis describes design and static assessment of the main roof structure supporting elements of the roof structure of the industrial hall in Kyjov. The hall is designed from timber. The aisle is rectangular floor plan 17,0 x 40,0 m. The main bearing structure causes as a frame truss supported by columns. Solid frame is made from solid timber C24. Purlin is designed from solid timber C24. The static calculation also includes fire resistance reports of single elements. Static analysis has been accomplished by student version of the SCIA Engineer 2012 software.
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Sports hall
Návarová, Michaela ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The thesis proposal is developed wooden structure sports hall. The hall is designed for general sports (handball, football, tennis, volleyball, basketball). Plan dimensions of the hall are 26,5 m x 45 m and variable height.The structure is designed for the České Budějovice. Carrier enclosure is designed from the glued laminated wood with axial distance of 3 m Purlins are designed as simple beams with axial distance of 2,5 m and PUR sheathing panels are used. Articulated connection is made with steel pivotal connections.
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Warehouse Hall with Outbuilding
Honeš, Filip ; Ing. Milan Šmak, Ph.D (referee) ; Bajer, Miroslav (advisor)
Task of bachelor thesis deals with design of steel supporting structure at warehouse hall with outbuilding, which is situated in Kopřivnice. The hall is 18,0 m and extension is 6,0 m wide. Total hall´s lengh is 54,0 m. The main supporting elements are diagonal links, made from plain solid frame from rolled profiles with joint bearing on column base. Purlins are also proposed from plane solid profiles. The calculation has been done in Scia Engineer 2010 program and by hand calculation.
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Load carrying structure of a riding hall
Patrný, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The aim of this thesis is the design and assessment of the load carrying structure of a riding hall in Třebechovice pod Orebem. It is a rectangular hall with dimension of 36 meters x 72 meters with a gabled roof that will be utilized for dressage and equestrian competitions. Hall dimension is determined by the riding area 25 meters x 60 meters,by the safety clearances and grandstand for spectators. The load carrying structure is made up of thirteen crosslinks by six meters of solid-columns and lattice trusses connected by purlins. The spatial rigidity of the structure is ensured by the bracings system.
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Industrial building
Nitková, Jana ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
The bachelor thesis contains design of steel one-aisle industrial building with span 24 m, lenght 63 m and height of the holder of a crane track girder 8,7m. There are two overhead cranes with load capacity 12,5 tons and 32/8 tons in industrial building. The structural material hall is made of steel S 235. The drawings includes transverse and longitudinal section, platform and manufacturing drawing of continuous truss.
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Design of precast concrete hall
Prášek, Martin ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
Master’s thesis describes the structural design and static analysis of selected elements of prefabricated reinforced concrete industrial building, that will be used as storage hall. Purpose of thesis is elaboration of assembly drawings of the project documentation and drawings of formwork and reinforcement assembly of selected elements. Calculations were performed in computer programs for static analysis SCIA Engineer 16, IDEA StatiCa and FIN EC. Drawing were made in programs Allplan 2016 and AutoCad 2015.
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