National Repository of Grey Literature 14 records found  1 - 10next  jump to record: Search took 0.01 seconds. 
Steel structure of industrial hall
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The bachelor thesis deals with the design of a main load-bearing steel structure of industrial hall with two overhead cranes. The floor plan dimensions are 24 × 60 m, height of building is 16 m. The main structure consists of pin-supported symetrical truss girders on columns with centre to centre spacing 12 m. The truss purlins are pin-supported on the girders. The columns are fixed in the lateral direction. Spatial rigidity of the structure is secured by system of bracing. The base material is steel of class S355.
The Three Aisled Storage Building
Malý, Jan ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The subject of this bachelor´s thesis is the design and assessment of steel structure three-aisled storage building. The width of the side aisles is 12 meters and the width of the main aisles is 24 meters. The length of storage building is 60 meters. The height of the building is 14.65 meters. In the main aisles traversed, by two bridge cranes, each with a capacity of 5 tons. The supporting structure consists of main truss, the distance is 6 meters. Storage building is designed for the area of Zlín.
Hall for Engineering Production
Slezák, Jaroslav ; Pilgr, Milan (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis was to design and assess a steel two-nave hall for engineering production in Rajhrad. The hall has a rectangular plan with a width of 32 m (20 m and 12 m) and a length of 63 m. The total height of the main nave is 13.5 m. One bridge crane with a capacity of 5 t and a span of 19 m runs in the hall. The building is be covered with a gable roof with a pitch of 5 %. The modular spacing of the main trusses is 6 m. The superstructure consists of truss girders, full-wall columns, bracings and full-wall purlins. The RFEM program was used to determine the internal forces on the individual structural elements.
Multi-function sports hall
Kopecká, Denisa ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The aim of my bachelor thesis was to deal with proposal and assessment of multi-function hall for ordinary sports, a rectangular plan with dimensions 36x48m and the height of the structure about 15 meters. The hall is situated near the center of Ceska Trebova. There was one variant, in which the main frame forms 5 main trusses after 12 meters and longitudinal system is formed by lattices frames,roof and plan bracings. The thesis is focused on the load pressure and solution of individual elements including assembly detail and joint.
The Building For Industrial Production
Malý, Jan ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The subject of this diploma´s thesis is the design and assessment of steel structure two-bay building for industrial production. The width of the side aisles is 15 meters and the width of the main aisles is 35 meters. The length of industrial building is 90 meters. The height of the building is 17.4 meters. Steel structure of main aisles consists of main truss, the distance is 6 meters. The main truss consists of truss girder and fixed column. In the main aisles traversed, by bridge crane with a capacity of 20 tons. Steel structure of side aisles consists frame construction. The building for industrial production is designed for the area of Blansko.
Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
Exhibition pavilion in Bystřice pod Hostýnem
Kučera, Tomáš ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of the thesis is to design and check the loadbearing steel structure of exhibition pavilion in Bystřice pod Hostýnem. Building has rectangular plan with dimensions 32x45 m. Building height is 13 m. Main loadbearing structure is two-hinged parabolic arched truss in the transverse direction. Main trusses are placed in the distance of 6.43 m. Spatial rigidity of the structure is achieved by the arch itself in the transverse direction and by sway and longitudinal bracing in the longitudinal direction. The building was designed according to valid ČSN EN standards.
Hall for Engineering Production
Slezák, Jaroslav ; Pilgr, Milan (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis was to design and assess a steel two-nave hall for engineering production in Rajhrad. The hall has a rectangular plan with a width of 32 m (20 m and 12 m) and a length of 63 m. The total height of the main nave is 13.5 m. One bridge crane with a capacity of 5 t and a span of 19 m runs in the hall. The building is be covered with a gable roof with a pitch of 5 %. The modular spacing of the main trusses is 6 m. The superstructure consists of truss girders, full-wall columns, bracings and full-wall purlins. The RFEM program was used to determine the internal forces on the individual structural elements.
Steel structure of industrial hall
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The bachelor thesis deals with the design of a main load-bearing steel structure of industrial hall with two overhead cranes. The floor plan dimensions are 24 × 60 m, height of building is 16 m. The main structure consists of pin-supported symetrical truss girders on columns with centre to centre spacing 12 m. The truss purlins are pin-supported on the girders. The columns are fixed in the lateral direction. Spatial rigidity of the structure is secured by system of bracing. The base material is steel of class S355.
Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.

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