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The roofing of amphitheatre in Vizovice
Kuchtová, Ludmila ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The scope of this bachelor’s thesis is to design roofing over a natural amphitheater stage in Vizovice. The structure is designed as a variable structure in verison of both steel and timber. Each solution has a different structural composition. The layout is triangular with width of 18 meters and length of 15 meters. The height of the roofing is considered to be 9 meters.
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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 cableway station Vranča-Kohútka
Pelc, Norbert ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The bachelor´s thesis is focused on alternative structural design of the base cableway station in Vranča, Zlín region. Structure is designed as a hall at rectangular floor plan 22x28 m. Material solution of the load-bearing structure consist of mixture of glutted laminated timber and solid timber. The snow load has the major impact on possible arrangement of the structure (mountain area). The major focus of the thesis is on structural details – frame joint and anchorage. The thesis includes the study which objective is an alternative design of the frame joints in consideration of global behavior of the structure.
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Trade and Exibition hall
Erban, Jakub ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The Master´s thesis is focused on the design and structural analysis of the hall serving for businnes and exhibitons purposes that is strained by the permanent load, climatic and operational load. The construction is located in the area Opava. The hall is designed as intersection of two domes. The diametr of smaller one is 38,0 m and diametr of bigger one is 50,0 m. Maximum high of the construction reach 15,150 m. The main carrier elements of the structure are beams made from glued laminated timber, class GL24h.
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The roof structure of the planetarium.
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.
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Steel structure of multi-functional hall
Pisch, Jiří ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The subject of this bachelor´s thesis is to design steel structure multi – purpose hall in the town Studénka. The plan dimensions of the structure are rectangural 35 x 50 m. The height of the structure is 12 m. Hala is designed from steel frames of rolled sections. Hall has a gable roof. The hall is designed as a two – aisle. The span of the main aisle is 26 m and the side aisle serving as a background, is designed with the span of 9 m. Computational model design and proposal dimensions of the main building blocks was created in program Scia Engineer 2013. All the structure is made of steel of quality S355.
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The Showroom Structure in Jihlava
Stloukal, Radim ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The subject of this thesis is a structural design of a car showroom in municipality Jihlava. For this purpose two different concepts were developed. The main bearing system of the first consists of steel truss girder supported by single profile steel columns. The second idea, a structure with axial ground area 36,0 x 18,5-23,5 m , is made from glue laminated timber. The second mentioned concept was chosen for detailed calculation and documentation. The structure was modelled by 1D member while using Scia Engineer. Results obtained from the computer analysis were taken and main strutctural members were check by manual calculation.
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Greenhouse in the botanical garden
Stloukalová, Tereza ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The thesis is focused on the design and assessment of the steel structure. It is a single-storey building of the botanical garden greenhouse. The height of the structure is 10 m and the plan dimensions are 57x43m. The structure is designed as a frame structure with added hinged beams. The spatial rigidity of the structure is ensured by rigid crossbar connections. The whole structure is made of S235 steel. The cladding is made of bonded plate glass.
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The roofing of amphitheatre in Vizovice
Kuchtová, Ludmila ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The scope of this bachelor’s thesis is to design roofing over a natural amphitheater stage in Vizovice. The structure is designed as a variable structure in verison of both steel and timber. Each solution has a different structural composition. The layout is triangular with width of 18 meters and length of 15 meters. The height of the roofing is considered to be 9 meters.
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The roof structure of the planetarium.
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the final thesis was to design and assess timber loadbearing structure of planetarium located in Brno and height of the construction 10 m. Designed building of planetarium consists of dome and hall, which operate separately. The structure is designed from glue laminated timber, solid timber and steel bracing, ridge ring and connecting elements. Building foundations is solved by reinforced anchor blocks fixed to foundation pads, which are connected by foundation strips. Loadbearing structure of the dome consists of arched beams together with purlins and ridge ring. Stability is ensured by 4 fields of cross bracing located between purlins. Loadbearing structure of the hall consists of roof and wall beams connected by frame corners together with roof and wall purlins. In gable walls is structure complemented by columns. Stability is ensured by diagonal and vertical elements situated between wall purlins, which together form a truss system.
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