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National Repository of Grey Literature

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	The structure of a training centre building in Vyškov Henzelová, Iveta ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor) The aim of the bachelor thesis is the design and assessment support system of training center in Kyjov. The resort has a rectangular plan with dimensions of 20x30m. The supporting structure is designed as a steel frame with roof truss, bracing and purlins for attachment of sheatling. Ceilings will be solved as composite Steel-concrete joist. Detailed record
	Trade House Čierny, Juraj ; Pilgr, Milan (referee) ; Barnat, Jan (advisor) The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15. Detailed record
	Trade House Čierny, Juraj ; Pilgr, Milan (referee) ; Barnat, Jan (advisor) The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15. Detailed record
	The structure of a training centre building in Vyškov Henzelová, Iveta ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor) The aim of the bachelor thesis is the design and assessment support system of training center in Kyjov. The resort has a rectangular plan with dimensions of 20x30m. The supporting structure is designed as a steel frame with roof truss, bracing and purlins for attachment of sheatling. Ceilings will be solved as composite Steel-concrete joist. Detailed record

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