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Airport Departure Hall
Bílek, Radim ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of this bachelor’s thesis is the design steel (load-bearing) structure of the serviceable departure ariport hall in Breclav. The plan dimensions of the structure are rectangular 51,43 x 64,00 m and the hight of the structure is 13,515 m. The load-bearing structure is consisted columns and reinforced concrete foundation footings, whitch hold truss girders in the shape of an ellipse. The distance of main trusses is 7,0 m. The statics calculation contains the assessment of the main load-bearing parts of the the structure, including directional details. The structure is made of steel class S355.
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Steel structure of cultural hall
Trávníková, Nela ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The object of the Bachelor’s thesis is the design and the assessment of the supporting steel structure of cultural hall. The dimension of ground plan is 35 x 60 m and the height of the structure is 14 m. Structure consists of thirteen main trusses in 5 metre distance. Main truss is composed of pin-supported truss girder in shape of wave, which lies on columns. Main columns are fixed in main course and pin-supported in longtudinal course. Frontal columns are pin-supported in both courses. Main trusses are connected by purlins and girts. Spatial rigidity of the structure is ensured by four sway bracings and four longtudinal bracings.
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Exhibition pavilion
Bystrianská, Kateřina ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
This Bachelor´s thesis describes the design and assessment of steel structure of exhibition pavilion in Brno. The supporting structure of pavilion is 30,5 m span, 53 m lenght, clear hight at the highest point is 13,27 m. Main construction material is steel, grade S355. The supporting structure consist of columns and arched trusss girders. The distance of each cross links is 5 m. It is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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The steel construction of a sports hall
Morks, Vojtěch ; Buchta, Stanislav (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is the design and assessment of the structural elements of the steel sports hall, which is situated in Liberec. The plan dimensions of the structure are rectangular 42,0 x 31,2 m. The height of the structure is 11,7 m. The supporting structure consist of columns and arched truss girders. The distance of each cross links is 5,25 m. Statics calculation contains assessment of the main load-bearing parts of the structure, including details and joints. The structure is made of steel class S235 and S355. The cladding consist of sandwich panels.
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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 construction of the car showroom
Bystrianská, Kateřina ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The diploma thesis deals with the design and assessment of the steel construction of the car showroom in Jihlava. The ground dimensions of the structure are 40,0 x 52,0 m and the height at the highest point is 13,14 m. The supporting structure consists of a truss girder consisting of a set of arches, outer columns and an inner column with a strut. This is a freebase system, the distance of the bindings is 4.0 m. In the framework of the work is elaborated the comparison of two variants, more suitable includes the static calculation of the main supporting parts, including the joints and details. The main construction material is steel, grade S 355.
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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 cultural hall
Trávníková, Nela ; Bukovská, Pavla (referee) ; Balázs, Ivan (advisor)
The object of the Bachelor’s thesis is the design and the assessment of the supporting steel structure of cultural hall. The dimension of ground plan is 35 x 60 m and the height of the structure is 14 m. Structure consists of thirteen main trusses in 5 metre distance. Main truss is composed of pin-supported truss girder in shape of wave, which lies on columns. Main columns are fixed in main course and pin-supported in longtudinal course. Frontal columns are pin-supported in both courses. Main trusses are connected by purlins and girts. Spatial rigidity of the structure is ensured by four sway bracings and four longtudinal bracings.
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