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Lookout tower
Jedzoková, Patricie ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the diploma thesis is design and assessment of a steel lookout tower situated in Beskydy mountains. Two different variants were designed. The first variant is of square shaped plan and the second one is of hexagonal shaped plan. Both variants are spatial truss structures. They are shaped as hourglass. The variants were compared and the first one was chosen to be further developed. The lookout tower is 36 meters high and it is divided by floors. One floor is 3,6 meters high. The widest section is 8 meters, the narrowest section is 5 meters wide. The structure is pin-supported into concrete foundation. The concrete is class C25/30. The roof covering is made of trapezoidal sheet of class S280GD. Each steel element is made of steel of class S355.
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Sports hall
Sosna, Martin ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The thesis deals with the design and structural assessment of the steel sports hall in Dobruška. The dimensions of the rectangular floor plan are 33x66m and the height is 13,42m. The structural system consists of twelve main frames, which are made of columns and arched trusses. The structural system is a two-hinged frame. Single main frames are mutually connected with purlins and girts. The spatial rigidity of the structure is provided by sway bracings and longitudinal bracings. Kingspan sandwich panels were chosen for the cladding system.
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Steel structure of sport hall in Brno
Jedzoková, Patricie ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The thesis deals with the design and structural assessment of the steel structure of sports hall in Brno. The dimensions of a floor plan are 35x78 m and height 15,4 m. The structure consists of fourteen main trusses, the distance between them is 6 m. They consists of arched trusses, which are pin-supported by fixed columns. The main trusses are connected by purlins and girts. The spatial ridity of the structure is ensured by transversal bracings and longitudinal bracings. Kingspan panels are utilize fot the structure cladding.
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Lookout tower
Jedzoková, Patricie ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the diploma thesis is design and assessment of a steel lookout tower situated in Beskydy mountains. Two different variants were designed. The first variant is of square shaped plan and the second one is of hexagonal shaped plan. Both variants are spatial truss structures. They are shaped as hourglass. The variants were compared and the first one was chosen to be further developed. The lookout tower is 36 meters high and it is divided by floors. One floor is 3,6 meters high. The widest section is 8 meters, the narrowest section is 5 meters wide. The structure is pin-supported into concrete foundation. The concrete is class C25/30. The roof covering is made of trapezoidal sheet of class S280GD. Each steel element is made of steel of class S355.
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Steel structure of sport hall in Brno
Jedzoková, Patricie ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The thesis deals with the design and structural assessment of the steel structure of sports hall in Brno. The dimensions of a floor plan are 35x78 m and height 15,4 m. The structure consists of fourteen main trusses, the distance between them is 6 m. They consists of arched trusses, which are pin-supported by fixed columns. The main trusses are connected by purlins and girts. The spatial ridity of the structure is ensured by transversal bracings and longitudinal bracings. Kingspan panels are utilize fot the structure cladding.
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Sports hall
Sosna, Martin ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The thesis deals with the design and structural assessment of the steel sports hall in Dobruška. The dimensions of the rectangular floor plan are 33x66m and the height is 13,42m. The structural system consists of twelve main frames, which are made of columns and arched trusses. The structural system is a two-hinged frame. Single main frames are mutually connected with purlins and girts. The spatial rigidity of the structure is provided by sway bracings and longitudinal bracings. Kingspan sandwich panels were chosen for the cladding system.
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