|
|
Steel load-bearing structure of an industrial hall
Jaroš, Jakub ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The bachelor´s thesis contains design of one-aisle industrial hall with span of 24 m, length of 72 m and height of the holder of craneway 9 m. In hall there are two cranes, first one with load capacity of 32/8 t and second one with load capacity of 12,5 t. The roof structure is designed as a system of truss girders and truss purlins. Spatial rigidity of the structure is secured by bracing. Main structural material is steel S235 JR+AR ČSN EN 10025-2. Drawings contain flor wiew and sections of hall and manufacturing drawings of truss.
|
|
|
Production hall
Trachtulcová, Šárka ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The subject of this diploma thesis is desigh and assessment of steel structure industrial building. This hall has two bays. The width of the main bay is 30 metres, the width of the second bay is 15 metres. The length of building is 90 metres. Load-bearing system is created of three fixed columns with pin-supported truss beams between. Construction of roof is designed as truss purlin system. There is a bridge crane of 32 tons capacity. The building is situated in area of Uherské Hradiště.
|
|
|
Roof over Railway Station
Vacatová, Eliška ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
The thesis deals with the design and assessment of the steel structure of the roof of the train station. This structure is located in Brno. The plan shape of the structure is rectangular. In the transverse direction, the structure is designed as an arch of 150 m length and the distance of transverse ties is 20 m. At the highest point, the rise of the arch is 30 m. In the longitudinal direction, the structure is 200 m long. In this paper, three variants of the structure are compared.
|
|
|
Roof over the Administration Buildings Forecourt
Baculak, Ladislav ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.
|
|
|
Static verification and variant design of roof structure of winter sport stadium in Jihlava city
Bulíček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main girders, purlins, roof bracing - have been evaluated according to actual normative rules. It is evident that the static assessment of the existing structure is satisfied from viewpoint of ultimate and serviceability limit states. The static assessment of the new structure is satisfied from the viewpoint of both limit states.
|
|
|
Static verification and variant design of roof structure of winter sport stadium in Jihlava city
Růžička, Tomáš ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
Object of this master thesis is the static verification and variant desing of roof structure of winter sport stadium in Jihlava city. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins. Axial distances of main girders are 12m. Concrete columns are a support to main girders. The variant desing of roof uses truss girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure have been evaluated according to actual normative rules. The static assessment of the existing structure is not satisfied from viewpoint of ultimate and serviceability limit states (in some elements). The static assessment of the new structure is satisfied from the viewpoint of both limit states.
|
|
|
Steel load-bearing structure of a hockey hall
Laža, Matěj ; Štrba, Michal (referee) ; Balázs, Ivan (advisor)
The content of this bachelor thesis is a design solution of supporting steel structure for ice-hockey hall in Brno. The square plan dimensions are 40 x 75 m. The main supporting system is composed of truss girders. On the one side the truss girders are pinned on column, on the other side they are pinned into foundation. Centre to centre spacing of truss girders is 12 m. The highest point of truss girder is 18,5 m above the ground. The roof cladding is made of sandwich panels and is supported by truss purlins. Space stability is ensured by cross bracing and longitudinal bracing.
|
|
|
Roof over Railway Station
Vacatová, Eliška ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
The thesis deals with the design and assessment of the steel structure of the roof of the train station. This structure is located in Brno. The plan shape of the structure is rectangular. In the transverse direction, the structure is designed as an arch of 150 m length and the distance of transverse ties is 20 m. At the highest point, the rise of the arch is 30 m. In the longitudinal direction, the structure is 200 m long. In this paper, three variants of the structure are compared.
|
|
|
Roof over the Administration Buildings Forecourt
Baculak, Ladislav ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.
|
|
|
Production hall
Trachtulcová, Šárka ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
The subject of this diploma thesis is desigh and assessment of steel structure industrial building. This hall has two bays. The width of the main bay is 30 metres, the width of the second bay is 15 metres. The length of building is 90 metres. Load-bearing system is created of three fixed columns with pin-supported truss beams between. Construction of roof is designed as truss purlin system. There is a bridge crane of 32 tons capacity. The building is situated in area of Uherské Hradiště.
|
guest ::
