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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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Administrative building
Polerecká, Katarína ; Pešek, Ondřej (referee) ; Štrba, Michal (advisor)
The aim of this thesis is design and assessment of the steel structure of the multi-storey administration center in Martin. Floor plan dimensions are in the shape of a square 40 x 40 m. Column spacing is 8mx8x. Building has 6 floors and total height is 22,2m. Floor and roof structure is made of steel-concrete composite slab . Part of the work is analyze two different versions. Version A has longitudinal rigidity due to truss bracing. Rigidity of Version B has is ensured by frame conections between beams and columns.Version A was selected as better solution. All parts, except truss braicing is made of rolled beams. The whole structure is made of steel S355.
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Administrative building
Polerecká, Katarína ; Pešek, Ondřej (referee) ; Štrba, Michal (advisor)
The aim of this thesis is design and assessment of the steel structure of the multi-storey administration center in Martin. Floor plan dimensions are in the shape of a square 40 x 40 m. Column spacing is 8mx8x. Building has 6 floors and total height is 22,2m. Floor and roof structure is made of steel-concrete composite slab . Part of the work is analyze two different versions. Version A has longitudinal rigidity due to truss bracing. Rigidity of Version B has is ensured by frame conections between beams and columns.Version A was selected as better solution. All parts, except truss braicing is made of rolled beams. The whole structure is made of steel S355.
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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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