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Roof Structure of Swimming Pool in Budišov nad Budišovkou
Eliášová, Kristýna ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My Bachelor thesis deals with the design and review of a bearing steel structure of the roof of indoor pool building. The construction is of rectangular shape with dimensions of 28 x 46 m and its height is 7.5 m. Bearing structure consists of 11 transversal bindings, placed 4.6m per width of between each. Transversal binding consists of cantilevered columns and jointly set saddle trusses. All the calculations are done according to relevant ČSN EN directives.
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Exhibition Pavilion in Třinec
Toman, Tomáš ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Bachelor thesis deals with the design of load carrying steel structure of Exhibition pavilion in Třinec. Pavilion is of rectangular shape with dimensions 36 x 42 m , and the main load carrying structure in the transverse direction is double pinned parabolic arch, with height of 15 m. Lateral stability is achieved by bracing systems, and stability in the transverse direction, is achieved by the arch itself. The whole design is done according to relevant ČSN EN standards.
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Exhibition Pavilion in Třinec
Toman, Tomáš ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
Bachelor thesis deals with the design of load carrying steel structure of Exhibition pavilion in Třinec. Pavilion is of rectangular shape with dimensions 36 x 42 m , and the main load carrying structure in the transverse direction is double pinned parabolic arch, with height of 15 m. Lateral stability is achieved by bracing systems, and stability in the transverse direction, is achieved by the arch itself. The whole design is done according to relevant ČSN EN standards.
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Roof Structure of Swimming Pool in Budišov nad Budišovkou
Eliášová, Kristýna ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My Bachelor thesis deals with the design and review of a bearing steel structure of the roof of indoor pool building. The construction is of rectangular shape with dimensions of 28 x 46 m and its height is 7.5 m. Bearing structure consists of 11 transversal bindings, placed 4.6m per width of between each. Transversal binding consists of cantilevered columns and jointly set saddle trusses. All the calculations are done according to relevant ČSN EN directives.
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