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Residential Building in Uherske Hradiště
Kubeš, Jan ; Burdová, Jana (referee) ; Sukopová, Dáša (advisor)
This bachelor`s thesis deals with the drafting of project documentation of apartment building. Residential house is situated on flat land in the cadastral territory of Uherské Hradiště on plot number 1458/1. The building has three floors. There is a total of 5 residential units. Total capacity is 14 people. The support system is designed from the system Porotherm. Wooden roofing trusses. The building has a usable area of 428.67 square meters.
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The timber log cabin structure of the boarding house in Karlov
Špačková, Eva ; Straka, Bohumil (referee) ; Šmak, Milan (advisor)
The bachelor´s thesis deals with the design and the assessment of the wooden roof structure above the guest house in Karlov pod Pradědem, Jeseniky, at an altitude of 725 metres above sea level. The object has plan of the cross-shaped object about the approximate dimensions 13x20 m. On the first floor is brick. The second floor is made of wooden circular profiles – log cabin. The attic is habitable rooms, and I had to consider in the design of roofing. The roof structure is designed as a pair of intersecting each other pitched roofs. The emphasis is on the use of circular sections, to the roof of the extension on the bottom of the building, which is also from the circular profiles.
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Detached House with Design Office
Štrunc, Michal ; Nováková, Tereza (referee) ; Kalousek, Lubor (advisor)
This bachelor thesis deals with the project documentation of a detached house with the design office, which is designed as a two-floor and cellarless. The first floor is divided into a working part with design office and the residential part, where is living room, kitchen and sanitary facilities. The second floor is used only for residential purpose. The structural system is a brick wall. The building is designed as a self-standing house on a gently sloping terrain. Tho roof is gabled.
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Steel load-carrying structure of production hall with bridge crane
Štulrajterová, Terézia ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelor thesis deals with the design and assessment of a steel load-bearing structure of a two-aisle production hall. That hall has a rectangular ground plan of a width 32 m (20 + 12 m) and lenght 54,54 m (9 modules distanced 6 m from each other). The main aisle is 10 m high and inside is located a overhead crane with carrying capacity 5 t. The second aisle is used as a storage area for materials that have already been produced. The skeleton of production hall is made of a ten transversal bindings. Lattice trusses are hinged mounted on constraint pillars of solid poles. The hall is situated in the north of the Czech Republic in the city of Děčín.
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Steel industrial hall with crane rail
Holec, Tomáš ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The bachelor thesis contains a design of one-aisle industrial steel hall with span 30 m, length 82 m and height of the holder of a crane track girder 7,5 m. In the hall there is an overhead crane with load capacity of 20 tons. The main structural material is steel S 355. It is processed several versions and one is processed in details. Drawings contain the platform and section of the hall and manufacturing drawings of the truss.
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Detached house with copycentre
Haltmar, Lukáš ; Kalánek, Jiří (referee) ; Ostrý, Milan (advisor)
The subject of my thesis is the design non-celar two-storey family house with a shop of copy requirements and copycentr. The building is built in a quiet village in the Štíty near Šumperk, in the cadastral Štíty-město. The house is designed for 4 people. Access to the building and premises are wheelchair accessible. The support structures are built of aerated concrete blocks insulated slabs of mineral wool. House is built on a strip of plain concrete. The roof is a truss, saddle. The project is the work of the seminar focused on assessment of structures in terms of thermal and acoustic techniques.
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Load bearing structure of an exhibition pavilion
Janíková, Dita ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The grand plan dimensions are 36 to 36 metres and construction height is 9,5 metres. The construction is designed for the district of Brno city. In the structural anlysis there were the following main load bearing structural elements designed and examined: the solid purlin,solid side runner, panel gridertrusses,bracin and solid pillars. The structure was designed to fulfill the particular functionality but also the aesthetic and economic aspects. The thesis includes design documentation composed of layout drawing and drawing of selected details.
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Training Sport Hall
Virág, Patrik ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of training hockey hall. The building is located in urban area in Břeclav city. It’s a single-storey buiding with a ground plan dimensions of 36 x 72 meters. As the main material supporting elements was designed steel S355. Distance of individual frames is 6m. The roof deck is composed of structural layers used for most roof structures of this type. The supporting part of the roof deck consists of solid-purlins. The external walls of the hall consists of a metal sandwich type panels. The work consists of a static calculation, in which assessed individual sections and selected nodes, including anchoring. Calculations are performed according to standards EN.
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Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
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Airport Departure Hall
Čech, Ondřej ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with the design and assessment of steel load bearing structure of the departures hall of the airport. It is a purlin system consisting of sloping trusses of curved shape with overhangs that make up the awning above the entrance to the building. Truss to span 18 meters is welded from pipes. The steel used in the project is S355. For the design was used Scia Engineer software, in which was created a spatial model of the structure.
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