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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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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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The steel construction of a sports hall
Morks, Vojtěch ; Buchta, Stanislav (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is the design and assessment of the structural elements of the steel sports hall, which is situated in Liberec. The plan dimensions of the structure are rectangular 42,0 x 31,2 m. The height of the structure is 11,7 m. The supporting structure consist of columns and arched truss girders. The distance of each cross links is 5,25 m. Statics calculation contains assessment of the main load-bearing parts of the structure, including details and joints. The structure is made of steel class S235 and S355. The cladding consist of sandwich panels.
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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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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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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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Sport Hall Staré Město
Kolísek, Aleš ; Tichomirov,, Vladimír (referee) ; Novotný, Miloslav (advisor)
The master's thesis deals with the project of the new building of the Sports Hall in the Staré Město at the stage of project documentation for the construction on plots 2420/1, 2420/41, 2420/42, 2420/43, 2420/44, 4568/38, 6277/2, 6277/3 , 2517/4. The plots on which the construction is proposed are flat or slightly sloping. The building has no basement, has two floors. The perimeter structures in the locker rooms are designed from ceramic blocks of the POROTHERM system, including the thermal insulation system according to the principles of ETICS, and in the gym from the curtain walling of the KINGSPAN system. Horizontal structures are folded prestressed ceiling panels SPIROLL. The cloakroom building is covered by a warm flat roof, and the gymnasium by barrel roof made of glued laminated girder. In the sports hall, 5 changing rooms are designed, including sanitary facilities, then facilities for the operation of the hall and refreshments for spectators.
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The structure of a sport hall
Bednár, Michal ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of this bachelor thesis is to design and assess the structural design of a timber multipurpose sport hall. The location of the proposed construction is located in Hodonín. The design of dimensions of the structure are 36 m x 55 m and a height of 10.8 m. The main beams are full-walled arch frames made of glued laminated wood. From a static point of view, this is a double-articular frame. The construction consists of a lumber of laminated wood, and steel fasteners. The stability in the longitudinal direction is secured by bonded laminated wood purging, and by steel transverse stiffeners. The bottom construction of the structure is solved by means of concrete feet into which it is anchored. The gages are made of grown wood, made up of columns and chils.
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The steel construction of a sports hall
Morks, Vojtěch ; Buchta, Stanislav (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is the design and assessment of the structural elements of the steel sports hall, which is situated in Liberec. The plan dimensions of the structure are rectangular 42,0 x 31,2 m. The height of the structure is 11,7 m. The supporting structure consist of columns and arched truss girders. The distance of each cross links is 5,25 m. Statics calculation contains assessment of the main load-bearing parts of the structure, including details and joints. The structure is made of steel class S235 and S355. The cladding consist of sandwich panels.
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