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Steel structure of sport hall
Ceh, Ondřej ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
This thesis contains a design of steel structure of a sport hall placed in the city of Zábřeh na Moravě. The ground dimensions are 29 x 62,5 m, height is 10 m. The steel structure of a roof is based on frames with a span of 29 m and purlins from open cold rolled profiles. A structural material of frames is steel S355 grade, a structural material of purlins is S450 grade. A bolted connection of the frame will be done according to the maximal rigidity and feasibility of the structure.
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Footbridge
Blaška, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
The subject of the final thesis is timber footbridge for pedestrians and cyclists over the Desna river in Loucna nad Desnou village. The length of the footbridge is 30 m, width 3 m and height is variable from 4 to 5 m. The footbridge is covered with roof inclination of 20° in transverse direction and the roof is arch in longitudinal direction. Roofing is metal sheet. The structure is three-dimensional truss consists of two truss connected by rafters, floor beams and by members of bracing. The 2D-truss consists of bottom chord, top arch chord and webs. There are end posts made of streel bracing frames. The material of structure is mostly glued laminated timber, then timber and steel. The steel is used for connectors and steel bracing frames.
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Seismic Design of Structural Steel Connections
Sotulář, Jiří ; Šabatka,, Lubomír (referee) ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The thesis deals with the analysis and standard check of structural steel connections subjected to seismic loads. Analysis is based on a software solution and standard check is performed according to standard requirements and formulas. The first part deals with the theory of seismic load. There are described the general knowledges about the earthquake and the method of determining the effects of seismic loading on buildings according to the EN 1998-1. In the second part of the thesis is made design and check seismically loaded multi-storey steel building. Design is based on recommendations of the EN 1998-1 and some recommendations of research. In the third part is the analysis, verification and check of steel joints, which are contained in the structure designed in the second part of the thesis. On the basis results of analyses of indivudual connections are defined recommendations and requirements for the use and design structural steel connections subjected to seismic loads.
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Train wash
Uher, Michal ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
In my bachelor thesis, I present a design and an evaluation of a bearing steel structure of a train wash. It is located in the industrial zone of Lípa, a village located near Zlín. With a floorplan of 8 meters x 96 meters , it is divided into two dilatation units of 48 meters. The roof ridge is 10.71 meters high. Its basic bearing element is a steel frame connected by joints with the columns anchored in the foundations. The frame holds a steel rooftree, upon which the roof lies. Its spatial stiffness is ensured by a transverse wall and roof stiffeners. The washing frame has its own bearing structure so it in now way affects the designed structure at all. Each of the two front walls has a gate in it. A statistical calculation of the main bearing elements, including details and a drawing documentation, is included.
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Reconstruction of historic building
Strnadová, Ludmila ; Tichomirov, Vladimír (referee) ; Novotný, Miloslav (advisor)
In my diploma thesis deals with the reconstruction of the parish. Unused areas of the building will serve as a day care center, lounge, apartments and offices for priests. Fara, which I have chosen is located in the Pardubice region in the spa town of Lázně Bohdaneč. Fara is located northeast of the local church, which is situated in the center square. This is a two-storeyed building with attic space. The roof is hipped with a stencil asbestos cement roofing.
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