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Steel structure of a multi-functional sports hall
Valentová, Monika ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of this dissertation is to design the steel structure of the multipurpose sport hall in Pardubice. The platform dimensions are 50,0 m x 60,0 m. Headroom of the structure is +12,347 m and the total height is +15,026 m. The main frame is created by column on one side and by the spatial truss arc beam.This main frame was chosen duet the evaluation of preliminary design of two variants. The static calculation of main load-bearing elements including joints and specific details was made for the selected option. The technical report and drawings specified by the supervisor. For design of the structure were used valid standards ČSN EN.
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The Multipurpose Sport Hall
Makiš, Daniel ; Pilgr, Milan (referee) ; Buchta, Stanislav (advisor)
The content of this bachelor thesis is design and report the steel roof structure of multipurpose sport hall. The building is located near the city Olomouc. Load-bearing system is made of arch shaped truss girders. The dimensions of the floor plan are 50 x 80 m with the height of the building 10,26 m. There are detailed structural report and drawing made. ČSN EN standards were used for this design and report.
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The Multipurpose Sport Hall
Makiš, Daniel ; Pilgr, Milan (referee) ; Buchta, Stanislav (advisor)
The content of this bachelor thesis is design and report the steel roof structure of multipurpose sport hall. The building is located near the city Olomouc. Load-bearing system is made of arch shaped truss girders. The dimensions of the floor plan are 50 x 80 m with the height of the building 10,26 m. There are detailed structural report and drawing made. ČSN EN standards were used for this design and report.
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Steel structure of a multi-functional sports hall
Valentová, Monika ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of this dissertation is to design the steel structure of the multipurpose sport hall in Pardubice. The platform dimensions are 50,0 m x 60,0 m. Headroom of the structure is +12,347 m and the total height is +15,026 m. The main frame is created by column on one side and by the spatial truss arc beam.This main frame was chosen duet the evaluation of preliminary design of two variants. The static calculation of main load-bearing elements including joints and specific details was made for the selected option. The technical report and drawings specified by the supervisor. For design of the structure were used valid standards ČSN EN.
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