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The Roof Structure of a Multipurpose Sport Building
Malchárek, Robert ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.
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Exhibition pavilion
Bystrianská, Kateřina ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
This Bachelor´s thesis describes the design and assessment of steel structure of exhibition pavilion in Brno. The supporting structure of pavilion is 30,5 m span, 53 m lenght, clear hight at the highest point is 13,27 m. Main construction material is steel, grade S355. The supporting structure consist of columns and arched trusss girders. The distance of each cross links is 5 m. It is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Steel Structure of a Sports Hall
Smrčka, Václav ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor’s deal with supporting with steel structure sports hall. As the mean material of bering elements was designet steel S235. The building has an rectangular shape with dimensions of 36x48 m. Clear hight at the highest point is 15,3 m. The supporting structure consist of colums and arched truss girder. The distance of each cross links sis 6 m. In the structure design is deal with four variant transversál frames. For the chosen variant is further processed a static calculation of the main structrual elements including selected details and drawing documentation.
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The Steel Structure of Sports Center
Dežerická, Lucia ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The bachelor thesis deals with the design and static assessment of steel structu-re of sports center. The object has a rectangular ground plan with lenght 56 m, width 36 m and height 14 m. The object is situated in Brno. The supporting structure is made up of cross links, which consist of 11 lattice arc-shaped trus-ses placed on columns. The main structural element is steel grade S355, except columns of cross links, these are designed in steel grade S235.
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Leisure time centre with accomodation
Morcinková, Kateřina ; Jelínková, Barbora (referee) ; Jelínek, Petr (advisor)
New-building of leisure center. The building contains two stories, without basement. Structural system of building is created by Porotherm and supplemented by reinforced concrete columns. There are large entrance hall, canteen, lecture and exercise rooms in the ground level. Accommodation rooms, private apartment, laundry room and building manager’s apartment are situated in the second level of building. Roofing of the two-storey building is created by arched truss. The single-storey building is roofed by green roof.
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The Roof Structure of a Multipurpose Sport Building
Michálek, Vojtěch ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The topic of the thesis is a project of roof of a multifunctional sport object with a ground-plan covering area 35x48m, and maximum height of 16m. This construction is projected for Brno and its surroundings. The project of roofing is evolved in two different variants. First one is formed by double-jointed arched latticed truss. Supporting components such as purlins, lateral and longitudal bracings, frontal column and anchorage are designed and assessed in static calculation. At the end of the thesis, comparison of both variants is elaborated. Design documentation, which consists of dispositional drawing, drawing of truss for manufacturing, drawing of indicative details and plan of anchorage, is a part of the thesis.
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Sport hall in Jihlava
Milich, Marek ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this master´s thesis is design and statically examine a bearing structure of ice hockey stadium in Jihlava with axial ground area measuring 43x85 m. Design od structure was prepared in three variants. The core bearing structure composed of three-joint arched roof beam create timber and steel lower beam, or solid wood of glulam timber. The third variant was work out in detail. Scia Engineer 2013 software has been used to create a three-dimensional model for the purpose of dimensioning each member and global analysis. Results obtained from the computer analysis were taken and double-chcecked with a hand assessment of the structure elements.
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Wellness hotel
Bambas, Vratislav ; Jelínek, Petr (referee) ; Petříček, Tomáš (advisor)
Newly built Wellness hotel. The building is partially basement. The building has three parts. The central part is made of reinforced concrete skeleton and has five aboveground floors. This part serves as the main entrance hall and staircase. The side tracts have four aboveground floors and their support system is a transverse wall, brick, from the system Porotherm. In the basement there is a swimming pool and hotel facilities. There is located a restaurant too. On the second floor there are rooms, a gym and services. On the top floor there are only hotel rooms. The building is based on thecontinous footings. Roofing is made arched trusses.
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The roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
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Relax Center
Gálik, Jiří ; Pešek, Ondřej (referee) ; Barnat, Jan (advisor)
The main aim of this bachelor´s thesis is to project roof of Relax center in Brno and effectively use all structural elemnts. Basic building materials are glued laminated timber and solid timber, that improves interior ambience for visitors a lot. Big dimension of konstruction allows variability to place diverse water areas and attractions.
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