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Steel structure of a sport hall
Lorenc, Jakub ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this bachelor’s thesis is the design and assessment of main load-bearing elements of the steel structure of sport hall in Lužice. The building is of rectangular plan of dimensions 37,12x51 m and height 12,8 m. The load-bearing structure consists of arched truss girders, which are pin-supported by fixed columns. The distance between main trusses is 6 m and they are connected by purlins and girts. The spatial rigidity of the structure is ensured with a system of bracings. The structure elements are made of steel class S235, the cladding consists of sandwich panels.
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Airport Departure Hall
Bílek, Radim ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of this bachelor’s thesis is the design steel (load-bearing) structure of the serviceable departure ariport hall in Breclav. The plan dimensions of the structure are rectangular 51,43 x 64,00 m and the hight of the structure is 13,515 m. The load-bearing structure is consisted columns and reinforced concrete foundation footings, whitch hold truss girders in the shape of an ellipse. The distance of main trusses is 7,0 m. The statics calculation contains the assessment of the main load-bearing parts of the the structure, including directional details. The structure is made of steel class S355.
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Load carrying steel structure of the sport stadium roofing
Hubáček, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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Steel Structure of Industrial Building
Buchta, Vojtěch ; Horáček, Martin (referee) ; Brosch, Petr (advisor)
The diploma thesis deal with design of a technological building in Ostrava serving for the sorting of slag to enagle its sequential use. Geometry of the structure was customized to technological requests. Static system was considered in two versions – joint connections with vertical bracing and omni-directional frame. For detail processing was chosen the joint one, besause it showed up as more advantageous. Static calculation was performed by Scia Engineer 14 software, then some typical connections and drawings were manually designed.
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Load carrying steel structure of the exhibition hall building
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design of the supporting steel structure of the building of the exhibition pavilion with 84 m length and 30 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 6 m. Variant B is also designed like tubular truss girder, but with different look, with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawing documentation includes an anchor plan, layout structure and truss production drawing.
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Implementation rough superstructure hall in Kuřimi
Schrámek, Martin ; Kučera, Zdeněk (referee) ; Kantová, Radka (advisor)
The object of work is a stage of assembly of prefabricated reinforced concrete supporting construction of hall in Kuřim. The warehouse hall will be used for purpose as warehousing and distributing of furniture fittings. The thesis contains a data accompanying report, summary technical report, transport relations, technical report of site facilities, technological regulation of supporting construction, itemized budget including bills of quantities and schedule of work for supporting construction, control and test plans, proposal of machines assembly, technological regulation of structual shell hall panels of Kingspan, comparison structual shell hall panels of Kingspan and hypothetical brick of blocks with thermal insulation. In attachment are contain whole drawings for individual methods and review static load capacity of mobile crane, situation, transport relations, site facilities, layout plan, first floor plan, sections, ceiling plan and elevations.
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The roof structure of the sport hall in Blansko
Tunková, Eliška ; Bajer, Miroslav (referee) ; Šmak, Milan (advisor)
The topic of my bachelor’s thesis is a design of a construction of a sports hall. The hall’s floor plan has a rectangle shape. The width is designed to be 32 metres and its length is 52 metres. The roof construction is curved in a shape of a circle and its axial height is 12 metres. The construction is designed to be made from wood and steel with alternative arrangement. The static solution was implemented using the RFEM software.
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Polička riding hall
Andrlová, Lucie ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis is to design and assess the wooden riding hall for horses. The object is located in Polička. The construction has a rectangular shape with dimensions of 21 m x 42 m and arched roof. The design is made of glued laminated wood, solid wood and steel elements. The basic supporting elements are full-thickness girders made of glued laminated wood which statically act as double-jointed arches. Steel transverse stiffeners and purlins that provide stability to the trusses are designed from a solid wood.
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Load bearing steel structure of the sport stadium roofing
Kerouš, Jakub ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 82,8 m length and 29,0 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,6 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, prefeable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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