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Storage hall with administrative part
Žáček, Libor ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of the bachelor's thesis is the design and assessment of the steel load-bearing structure of a storage hall with an administrative part. The proposed building is located in Uherské Hradiště. The floor plan of the building is 24 x 40 m and the height is 9.0 m. The main load-bearing structure is designed as a two-hinged frame made of rolled IPE profiles. The girders and axillars are designed from thin-walled profiles. The ceiling structure in the administrative part is designed as a composite concrete slab in trapezoidal sheet.
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Hall for Engineering Production
Slezák, Jaroslav ; Pilgr, Milan (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis was to design and assess a steel two-nave hall for engineering production in Rajhrad. The hall has a rectangular plan with a width of 32 m (20 m and 12 m) and a length of 63 m. The total height of the main nave is 13.5 m. One bridge crane with a capacity of 5 t and a span of 19 m runs in the hall. The building is be covered with a gable roof with a pitch of 5 %. The modular spacing of the main trusses is 6 m. The superstructure consists of truss girders, full-wall columns, bracings and full-wall purlins. The RFEM program was used to determine the internal forces on the individual structural elements.
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Departure hall
Čepl, Marek ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
Bachelor thesis focuses on the design of a steel Prague airport departure hall with dimensions of 70 x 40 meters and a construction height of 9,6 meters. The main components of the construction are steel frames with truss girders in a characteristic "wave" shape connected to the main truss columns in the center of the hall span. Steel frames are supplemented by side columns made from section steel profiles connected to the main girders by joints. All of the columns are hinge-connected in their anchoring. Each lateral steel frame is 5 meters apart and the overall stiffness is secured by bracings effective in compression.
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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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Shopping gallery
Lorenc, Jakub ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The subject of this diploma thesis is the design and assessment of main load-bearing elements od the steel structure of shopping gallery in Hodonín. Part of floor plan is rectangular and rest of it is half-circled. Object's dimensions are 7é m x 147,75 m (and roof overhang 1,5 m on each side), the height of the ridge is 13,43 m and the height of the roof's dome is 22,70 m. It's a two-storey building. The load-bearing structure consist of pin-suported columns, in this case there is max. 8,5 m distance between them in direction of main frame. The distance between main frames is 9 m. The spatial rigidity of the structure is ensured with floor slabs and system of bracings. The cladding consists of sandwich panels, roof's fanlights and dome of glazed areas. Most of elements are made of S355 steel.
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Multi-purpose sports building
Šandor, Peter ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The goal of my thesis is the design of a multipurpose sport hall in Litoměřice locality made in two separate variants. Objects ground plan dimensions are 38x38 meters and the height of the object is 16 meters. Used material is S235 steel and C20/25 concrete. The periphery and roof casing of the object is realized from sandwich panels. The carrying construction of the object is made from cross truss, oblong truss and from pillars. Thesis consists of assessing the carrying elements of the construction, selected details and drawing documentation.
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Building of Centre of Livestock Production
Vidová, Miriama ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My diploma theisis is focused on design and assessment of structural systém of industrial building in tended for livestock farming. The design is processed in two options. Both oft hem has the same dimensions but cross sections of the supporting elements are changed. Floor plan of the first part is a rectangular shape, dimension is 29,28 m x 24,8 m. Floor plan of the second part is a rectangular shape, dimension is 161,18 m x 46,8 m. Slope of saddle roof is 18°.
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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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Static design of the structure composed of combination of steel and structural glass
Potůčková, Simona ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The objective of the bachelor thesis is to design the load-bearing construction system and its cladding made of a combination of steel and structural glass and to verify its sufficient resistance. The object has rectangular floor plan with dimensions of 7,5x10,5 m and and its total height is 24,5 m. The building is located at the suburban area of the city Ostrava, precisely Ostrava Poruba. The construction is composed of a ground floor and six upper floors. The main load-bearing system consists of steel frame formed by six tubular columns connected beams and sway bracings ensuring the spatial rigidity of the structure. The object was designed according to currently valid standards using ULS and SLS verification.
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