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Load carrying structure of multipurpose hall object
Prokešová, Pavlína ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of diploma thesis is to design and assess a multipurpose hall building in the area of Brno. The shape of the hall is rectagular with dimensions 30,0 x 84,0 m. Roofing stucture is disegned and assessed in three versiions. Variant A is designed as a sadle - type truss from the CSH profile. Variant B is designed as a square - type truss from the CHS prosile. Variant C is designed as a arched truss from the CSH profile. These versions are compared by weight, manufacturing complexity and appearance. Preferable version is processed in detail. The work also includes a static calculation of the supporting elements, joints and drawing documentation..
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Multifunctional Sports Hall
Mika, Václav ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The bachelor thesis deals with design and structural assement of the steel multifunctional sports hall in Přerov. The dimensions of the rectangular floor plan are 34 x 61 m and the height is 13 m. Its main frame is created of cylindrical truss and columns. The distance of each cross links is 6 m. Single main frames are mutually connected with purlins and girts and the spatial rigidity of the structure is provided by sway bracings and longitudinal bracings.
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Steel Structure of Cultural Hall
Břečka, Jan ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this bachelor´s thesis is to design steel structure of the cultural hall situated in Moravské Budějovice. The dimensions are 32,6 x 62,0 meters and height is 13,5 meters. The main constructional material is S 355 steel. The load bearing structure of the hall consists of the truss frames with axial distance of 6 meters. Exterior building clading consists of trapezoidal sheet and other layers. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Industrial hall
Forman, Radek ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Two-bay hall for warehouse and manufacturing purposes with supporting steel structure and thermally insulating sheating with width of 36 metres and lenght of 72 metres. The hall incorporates two overhead cranes with maximum load of 32 and 40 tonnes. The main supporting structure is a system of plate girders and beams. The beams are connected with hinges and are placed with intervals of 6 metres. The hall design is intended for 1st snowing area
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Load carrying steel structure of the exhibition hall building
Bui, Trung Thanh ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design of the supporting steel structure of the building of the exhibition pavilion with 84 m length and 30 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 6 m. Variant B is also designed like tubular truss girder, but with different look, with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawing documentation includes an anchor plan, layout structure and truss production drawing.
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Load carrying steel structure of the sport stadium roofing
Hubáček, Ondřej ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.
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Storage Hall
Petrů, Milan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the Bachelor's thesis is a design and assessment of steel structuce of storage hall. The dimensions of the rectangular floor pl19x20 m and the height is 9,5 m. The supporting structure consist of the transverse frames. The distance of each cross links is 4 m. Single main frames are mutually connected with purlins and the spatial rigidity of the structure is provided by sway bracings and longitundinal bracings.
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Storage Hall
Petrů, Milan ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the Bachelor's thesis is a design and assessment of steel structuce of storage hall. The dimensions of the rectangular floor pl19x20 m and the height is 9,5 m. The supporting structure consist of the transverse frames. The distance of each cross links is 4 m. Single main frames are mutually connected with purlins and the spatial rigidity of the structure is provided by sway bracings and longitundinal bracings.
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Multifunctional Sports Hall
Mika, Václav ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The bachelor thesis deals with design and structural assement of the steel multifunctional sports hall in Přerov. The dimensions of the rectangular floor plan are 34 x 61 m and the height is 13 m. Its main frame is created of cylindrical truss and columns. The distance of each cross links is 6 m. Single main frames are mutually connected with purlins and girts and the spatial rigidity of the structure is provided by sway bracings and longitudinal bracings.
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Load carrying structure of multipurpose hall object
Prokešová, Pavlína ; Karmazínová, Marcela (referee) ; Melcher, Jindřich (advisor)
The aim of diploma thesis is to design and assess a multipurpose hall building in the area of Brno. The shape of the hall is rectagular with dimensions 30,0 x 84,0 m. Roofing stucture is disegned and assessed in three versiions. Variant A is designed as a sadle - type truss from the CSH profile. Variant B is designed as a square - type truss from the CHS prosile. Variant C is designed as a arched truss from the CSH profile. These versions are compared by weight, manufacturing complexity and appearance. Preferable version is processed in detail. The work also includes a static calculation of the supporting elements, joints and drawing documentation..
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