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The steel construction of a volleyball hall
Polerecká, Katarína ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of this work is design and assessment of the steel roof structure of the hall object designed for volleyball training and events located in Brno. Ground plan dimensions are in the shape of a rectangle with a floor space 30 x 40 m. The hall consists of 9 cross-lenks spaced by 5 m. The truss girders are arc-shaped, pinned on column. Structure is divided into two areas with hight diference of 6 m. Spatial stiffness is ensured by a system of longitudinal, diagonal strut and purlins.
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Road and tram bridge
Vošček, Martin ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this Diploma Thesis is to develop different alternatives of the road and tram bridge. It is a river bridge with the length of 52,5 m. There are compared two proposals, while in the first proposal it is an arch bridge with the tension bars. The second proposal which is also finalized as the winning proposal is the truss structure. Both proposals have composite deck. The structure is designed from steel S355 and concrete C35/45. The load bearing structure is designed in accordance with applicable technical standards.
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The steel construction of a volleyball hall
Polerecká, Katarína ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of this work is design and assessment of the steel roof structure of the hall object designed for volleyball training and events located in Brno. Ground plan dimensions are in the shape of a rectangle with a floor space 30 x 40 m. The hall consists of 9 cross-lenks spaced by 5 m. The truss girders are arc-shaped, pinned on column. Structure is divided into two areas with hight diference of 6 m. Spatial stiffness is ensured by a system of longitudinal, diagonal strut and purlins.
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Road and tram bridge
Vošček, Martin ; Štrba, Michal (referee) ; Brosch, Petr (advisor)
The subject of this Diploma Thesis is to develop different alternatives of the road and tram bridge. It is a river bridge with the length of 52,5 m. There are compared two proposals, while in the first proposal it is an arch bridge with the tension bars. The second proposal which is also finalized as the winning proposal is the truss structure. Both proposals have composite deck. The structure is designed from steel S355 and concrete C35/45. The load bearing structure is designed in accordance with applicable technical standards.
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