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Business Centre
Dušek, Ivo ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.
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Steel Structure of the Office Building
Stavrovský, Jiří ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.
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Steel structure of a multi-storey administrative building
Cejpek, Martin ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The main target is to design and asses the steel structure of a administartive multi-storey building. The steel structure is T shaped, with 30m span and 42m length. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid bracing system. Trusses bracing in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report of steel.
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Multi-storey building
Hrycík, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Thesis deals with design of steel structure multi-storey office building. Specifically, it is the eight-storey steel structure of rectangular plan with dimensions of 15.4 x 54.4 m and a height of 29.2 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia. It is designed structural arrangement, static action, load analysis, calculation of internal forces, the design of dimensions and connections solutions. Thesis includes drawing documentation. The structure is designed in a variant with a frame joints and in variant with articulated joints. Variant with articulated joints is further processed.
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Business Centre
Suchomel, Tomáš ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this Master’s thesis is to design a load-bearing steel structure for a multi-storey building. The building is of 35 x 35 m floor plan. The roof is at height of 48,5 m which is the 13th above-ground floor of the building. In the bottom half of the building, the floor plan area is continuously decreasing from the ground up while in the top half of the building, the floor plan area is increasing from the middle to the top part of the building. The floor plan area of the ground floor and the top-most floor are of the same size. Two alternative plans were designed. They are of the same shape of the structure while differentiating in the solution for the spatial rigidity of the structure. The ceiling design is designed as a joist system. The structure was assessed by ULS and by SLS in accordance with valid eurocodes. The structure is glass-sheathed.
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Multifunctional multi-storey building
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this thesis is a design of a multifunctional multi-storey building consisting of six floors which is located in Česká Třebová. The floor dimensions of structure are 56,5 x 26,5 m and its height is 22,150 m. The building is covered with green roof. The mail load bearing structure consists of primary beams, secondary beams, columns and vertical bracing. The floor structure is designed as a composite steel and concrete structure. The spatial rigidity of the structure is secured with vertical bracing and rigid concrete roof slab. Main used materials are structural steel S235, S355 and concrete of grade C25/30.
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Production hall with administrative build-in structure
Šenk, Josef ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
My bachelor’s thesis contains design and assessment of steel structure of production hall with build-in administrative part located in Hrušovany u Brna. The dimensions of the ground plan are 12 x 50 m and the height of the structure is 9 m. The supporting structure consists of transverse frames. Distance of each transverse frame is 5 m. The frame structure is made of steel IPE profiles and is designed as a three-hinged frame. All frames are connected by longitudinal bracings. The spatial rigidity of the structure is provided by sway bracings. The dimensions of the ground plan of the build-in administrative part are 11 x 14,75m. The structure of ceiling is designed as steel-concrete composite structure. The steel structure of production hall and build-in administrative part is made of S235 steel.
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Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Office Building
Poláček, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
Master's thesis is follow up with the disign of the load bearing structure of a office building. The building is designed for the area of Svitavy. The plan's dimension are 54,0 x 54,0 m. The objects has 10 floors. Load-bearing structure is disigned in two variants. In the variant A is centre to centre spacing 6m, in variant the B it si 9m. The coulomns and floor structure are composite steel-concrete. Thesis includes drawings.
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Business Centre
Dušek, Ivo ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This Master thesis was about calculation and design of supporting steel bar structure multi storey administrative building. Steel structure with rotation symmetric floor plan has sixteen storey. Maximal size of building is 100x100m. Structural design report is made by a combination of manual calculations and calculations using software RFEM by Dlubal. Structural design report includes calculations of secondary beam, primary beam, column, bracing, purin, truss girder and others part of structure with their connections. Thesis includes drawing documentation and report.
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