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The roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
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The Roof Structure of a Multipurpose Sport Building
Malchárek, Robert ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.
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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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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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The Roof Structure of a Multipurpose Sport Building
Malchárek, Robert ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
The subject of the Diploma thesis is a design wooden structures of a multipurpose sport building in Šumperk. The floor plan measurements of the building are 45,0 x 48,0 m with the maximum height 15,0 m. The solution is choosen on the basis of two variants. The structures is designed with respect to ultimate and serviceability limit states. The multipurpose sport building is consist of 13 main truss centre to centre spacing 4,0m. The main structural system is design as the three-hinged arched structure made of solid timber and in the second variant as the arched structure made of glue laminated timber. The spatial rigidity of the structure is secured of diagonal bracing. The roofing is carried by rafter which are safed by purlin and then by upper chord. The steel columns are design as a part of gable wall. The project was carried out in the scia Engineer 2014 software. Some of the particular elements both variants were checked and designed by manualy calculating. The thesis includes structural design report, joints structures, drawings and production drawing the element of the three-hinged arched structure.
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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 roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
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