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Two-aisle hall
Zehnálek, David ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is the design of the supporting steel structure two-aisle hall in the town Austerlitz. Plan dimensions of the building are 72 x 54 m main body is cross-link a span of 24 and 30 m and height of the top of the aisle 8.60 and 8.75 m, which is clamped to the base structure. Binding is composed of trusses and columns. Trusses are hinged on columns. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels.
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Analysis of colapse of family house during the house building
Babik, Juraj ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
One of the first point was to create drawings of a projected state before collapse from photos that I had. The project is aimed on causes and reports of fallen wall, then results are compared with software results. The project solves also reports of gable walls that were intact. I solve temporary options of bracing for these walls, compares each variants while trying to ease and the low cost of solution. The result is recommendation how to prevent collapse of the structure.
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Static analysis of reinforced concrete hall
Fišer, Jiří ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the static analysis and static design of individual components prefabricated halls. It also includes preparation of project documentation, drawings and drawing the shape of the reinforcement element. Bachelor thesis divided into two parts, technical reports and calculation part. Technical report addresses the specific terms of defining design and details of individual elements. Calculation of addressing specific design elements. Calculations were performed using SCIA Engineer and manual calculations.
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The Roofing of the Sport Hall
Štelc, Martin ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the drafting and assessment of timber structures, the single-roof sports facility to span 40 meters for the Brno locality. Hall dimensions are 40 x 52.5 m. A height of the hall is 16 m sports hall is designed for most sports played indoors. The supporting part of the roof is designed as an arch structure made of glued laminated wood. The structure is made up of cross-linking - triple joint arches distance of 3.5 m. Arches are connected by purlins. Stability is ensured by placing four fields bracing.
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The steel roof structure of a tennis hall
Šašinka, Jakub ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
This bachelor thesis describes the design and assessment of steel structure of the roofing of the sports hall. The supporting structure of hall is 20.00 meters span, 39.80 m length and 11.99 m height. Main construction material is steel, grade S235. There were done 3 possible variants of the hall, from which one of them was calculated in detail. It is prepared by static analysis of the main load-bearing parts of the structure, including joints and details. The supporting structure of hall consists in the transverse direction from the curved spatial lattice structure made of steel circular tubes.
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The steel roof structure of a hall
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Olomouc. The plan dimensions of the hall are 55,0 x 35,0 m and height is 15,0 m. The solution is chosen from two preliminary variants. The roof construction is on the cross-section formed by the unbalanced circular arc. The main load bearing structure is created by planar circular lattice frames with height 1,8 m, which are hinged on the columns at one side, and on the other side tailed to the underlying structure. Between main bearing arches are solid purlins, which are radially arranged. Spatial solidity is provided by transverse and longitudinal bracings.
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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 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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