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Steel structure of lookout tower
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The diploma thesis deals with the design of a main load-bearing steel structure of the lookout tower with the height 35,5 m. Two different types of solution were designed. The first design is a spacial truss structure and the second design is a fixed solid cantilever. The first solution was chosen to be further developed. The truss structure has square plan that varies with height. The width is 6,6 m in the level of supports and 3,6 m in the narrowest section. Main bearing members are five pin-supported columns. The base material is steel of class S355.
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Airport terminal
Mika, Václav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The diploma thesis deals with design and structural assesment of the steel airport terminal in Prag-Ruzyne. The project is designed in two options. The dimensions of the rectagular floor plan are 79,3 x 98,65 m. The height of the building in highest point is 21,5 m. The airport terminal contains 9 main frames spaced by 9 m. The cladding of the roof and the side walls is designed by sendwich panels. The face wall is made by glass facade system.
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Multi-storey building for administrative purposes
Lehocký, Peter ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This bachelors thesis deals with design of administrative building adjacent to a metalworking shed. The administrative building is statically independent on metalwork shed. Building is located in Brno. Floor plan of building is in shape of letter L. Axis distance of columns is 9m longitudinal and 7,5m transverse. Total length of building is 27m longitudinal and 15m transverse ( distance is measured between axis of columns). In narrow part of transverse is width of the building 7,5m. Ceiling is made of composite steel-concrete structure. Height of the building is 18,7m.
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Airport Terminal
Pospíšilová, Vendula ; Horáček, Martin (referee) ; Pilgr, Milan (advisor)
The diploma thesis is focused on a proposal and review of load-carrying steel structure of the airport terminal. The object is located in Zlín. It is a building of a rectangular plan with a ground plan dimensions of 75.0 x 54.0 m. The hall contains 10 main frames spaced by 6.0 m. The total height of the object is variable from 11.5 m to 19.9 m. The part of the construction is composite steel – concrete floor structure with a ground plan dimensions of 75.0 m x 27.0 m. The spatial rigidity of the construction is obtain by bracing. The cladding of the roof and the side walls is designed by sendwich panels, the cladding of the face walls is made by the glass facade system.
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Glasshouse
Sejbalová, Kateřina ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
This master thesis deals with design of a load-bearing steel structure, i tis located in ZOO Zlín areal. The building serves as a glasshouse. It is a single-storey building with circle plan, 39,04 m diameter and 15,63 m height. Space construction follows spherical cap of a sphere with diameter 40 m. Variant A building is design as a fuller dome. Variant B building consists of hexagons, which are getting smaller with height, at the upper part is the hexagonal geometry cancelled and geometry made from triangles follows. This thesis contains design of a pedestrian bridge, which carries all technical loads. The thesis contains static report of the beams a design of main joints.
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Watchtower in Brno Kohoutovice
Komárek, Ondřej ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The main aim of my master´s thesis was to design a load-bearing steel structure of the lookout tower situated in Brno-Kohoutovice. The height of the load-bearing structure is 35.5 m. My design comprises two different engineering solutions. Solution A is a lattice space frame whereas Solution B works with continuous columns with vertical bracing. For further development, Solution A has been chosen. The proposed structural material is the S355 steel. My thesis includes an engineering report, a statics analysis and drawing documentation.
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Terminal of Brno International Airport
Jančar, Ondřej ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the diploma thesis is make a structural design of load carrying steel structure of terminal international airport Brno. The project is designed in two options. The height of the building in highest point is 15 m. The object has rectangular ground floor plan with proportions of 80 x 40 m. For selected option the check of joints and anchorage is performed as well as the design drawings. The object was designed according to currently valid standarts to the ultimate limit states and serviceability limit states.
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Hall for Metal Production with Administrative Building
Kaňok, Vojtěch ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This diploma thesis deals with the design of a metalworking shed with its adjacent administrative center. Both objects are statically independent. The buildings are located in the town of Bučovice. The dimensions of the shed are 54,78x72,58 m. There is an overhead crane situated in the middle wing. The shed‘s height is +11,62 m. The administrative building has L-shaped plan. Its dimensions are 27,62x8,13 m (the wider part is 15,63 m). The design of the administrative object has two variants. Both variants have composite steel-concrete ceiling structure. The heights of the objects are +11,20 m (A variant) and +18,20 m (B variant). For the A variant, drawings were also drawn up with the design and assessment of structural details and anchoring.
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Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Office Centre
Robotka, David ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with design of steel structure with composite steel-concrete floor structure of a office building.The building is located in Moravský Krumlov. The Office buidling consist of multi-storey building and an entrance atrium. The total ground plan's dimensions are 52,8m x 48,0m. The multi-storey building has 8 floor. The maximum heigh of the building is 25,32m above ground. The project is designed in two options. For winning variant is including check and it is performed a drawings with design and check assembly details and anchorage.
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