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Lookout tower Vršek nad Zlínem
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis deals with the design and assessment of the load-bearing structure of the lookout tower. The tower is 37.45 m high with the layout in the shape of a regular octagon. The object is located within the city of Zlín. The project is provisionally drawn in two variants. Hand-static calculation, drawings and engineering report is processed only for one variant. The variants differ in the structure of staircase. The thesis is drawn up pursuant to the standards of ČSN EN.
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Gym – Precast concrete frame construction
Čihák, Tomáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This master thesis deals with a draft of precast concrete frame structure on the case of gymnasium building. The major part of this work are transversal and longitudinal frames, consisted of footings, columns, girders and precast floor slab. Other parts of the building are not solved. Thesis consists both static calculations and drawings.
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Museum Hall
Zouharová, Ivana ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Object of this master´s thesis is design of supporting steel structure for museum. Ground plan of building is T letter shape. The longest ground plan dimension is 60m. Height of partial sections is different. Maximum height is 12,2m. All sections of construction consist of similar structure system. Construction of roof consists of arched girders. Purlines are embedded on girders. Girders are held by columns. Stability of the structure is provided under system of bracing. The structure is designed for the locality of Brno.
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Load - bearing structure of apartment block
Nečas, Daniel ; Juchelková, Pavlína (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an apartment block. This structure is supported with a strip footing made of reinforced concrete. The above-ground part of designed structure consists of brick masonry. Floors are constructed of carrying plates. These plates are made of reinforced concrete and precast boards (prestressed concrete). Individual levels are connected with monolithic concrete staircases. The thesis also deals with relevant drawing documentations for chosen parts of construction.
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Roof Structure of Platform of Bus Station in Velká Bíteš
Badin, Vít ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
This work deals with the structural stress calculation and evaluation of a load-bearing structure in the construction of a station platform roof. The building is situated in the city centre of Velká Bíteš. Groundplan dimensions of the structure are 12 x 50 metres. The hight of the structure is 6 metres. The load-bearing part consists of a T-shaped cantilevered lattice-work. Individual bars are formed by rectangular pipes. Load-bearing elements are made of steel class S235 JR.
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Removing of masonry pillar from load bearing wall
Zubalík, Jakub ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The subject of this bachelor thesis is design suitable solution of a new load bearing structure in residency basement. There is a increase the width of hole by removal masonry pillar from load bearing wall between two doors. In first part there is a focus on loads analysis in height level of new beam and design two solutions of beam. Verification of bearing capacity is included with eventual changes.
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The structure of the car showroom in Trutnov
Železná, Radka ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this bachelor's thesis is a propopsal and evaluation of the steel load-bearing structure of a car showroom in the area of city Trutnov. The plan dimensions of the structure are dodecagon 25m. The headroom is 6m. The car showroom is designet by piramidal roof. The main load-bearing structure is created by 10 cross-links. Polar coordinate of it is 30°. The distance of main collumns is 12m. Load-bearing structure of roof is created by lattice truss. General rigidity of the structure is provided by transverse wind braces and layout. Roof covering is made of roof panels laid directly on the purlins. The cladding is made of glass panels. In the back of structure is the sladding made by self-supported structure, which is not part of the thesis.
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Steel structure of training tennis hall
Vlček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The content of the bachelor thesis is a proposal and evaluation of a steel load-bearing structure of a rectangular tennis hall with a floor space of 40x63 m. The building is situated outside the urban area near the Moravičany municipality. The hall consists of 11 cross-links spaced by 6.3 m. The main load-bearing system consists of spatial arched trusses, purlins and lateral bracing that support the spatial rigidity of the construction. The calculations were made in compliance with the Czech technical norms ČSN EN.
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Part of load-bearing structure of multipurpose building
Anděl, Martin ; Jeneš, Rostislav (referee) ; Terzijski, Ivailo (advisor)
The aim of this project was to design a part of a load-bearing structure of a multipurpose bulding. The load-bearing structure was designed of transversely oriented monolithic reinforced concrete multi-storey frames. These frames are in each storey connected by a continuous floor slab. Both design and relevant drawing documentation of a continuous floor slab, beam, column and a column footing was made in this project.
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Guest House in Brno
Budina, Martin ; jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The purpose of this thesis is to present the static design of chosen parts of the supporting structure of Guest House in Brno. Part of the building is located below ground level, therefore the supporting structure is made of monolithic reinforced concrete frames holding the reinforced concrete slab. Above ground level the supporting structure is made of masonry construction with folded ceiling. Drawing documentation is included.
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