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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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Hippodrome
Václavíková, Veronika ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.
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Multi-storey building
Hasil, Tadeáš ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The subject of the bachelor´s thesis is structural design multi-storey building a department store. The structure is designed for the site Brno.Static calculation is solved by a combination of manual calculation and calculation using software R-STAB.The steel structure is placed between the reinforced concrete towers.The purpose of reinforced concrete is vertical transport. Transversal course is dividet to 6,0+3,0+6,0=15m.Longitudal course is dividet to 9x6,0m = 54m
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Roof over the Administration Buildings Forecourt
Baculak, Ladislav ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.
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Station building
Dušková, Jitka ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The main aim of this master´s thesis is design and Cheb load-carrying steel structure of railway station in two variatons. A given object is situated in Ústí nad Orlicí.The steel structure is created by central nave, his dimensions is 30,0 x 30,0 m, and two secondary naves and his dimensions is 18,0 x 18,0 m.The central nave is two-storey height 12,4 m and secondary nave is single-storey height 5,5 m. Carrying building systém is created croos-column links, which are composed pipes. Cross-links are saved on fixed columns. The calculation was done through the use of Scia Engineer 2008 program and by myself alone.
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Building of Metal Production in Litomyšl
Hurych, Marek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The assigment for my bachelor thesis was to design of load-bearing stell structure of the hall for metal production. The ground plan of the structure is 16x30 metres with distance of cross frames 6 metres. The height of cross frames is variable. The hall consists of the columns with variable cross section connected with straights with variable cross section, it is designed as a threeway-articulated frame. My bachelor thesis includes the assesment of the main load bearing structure elements, solution of the selected details and drawing up detail plans of the solving joints.
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Steel structure of a business centre
Kočí, Petr ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The diploma thesis elaborates on the proposal of a loadbearing steel structure of a shopping centre. Four-storey building has total lenght of 88 m, width 48 m and its base structural grid is 8 x 8 m. The total height of building is 25,4 m. First three floors above ground are designed with structural height of 5,6 m whilst the 4TH floor uses height of 4,0 m. Frame structure is formed by primary beams and castellated secondary beams. Above 4TH floor, the roof structure is designed in two alternative versions, both using solid purlins and truss girder. The 3D computer animation of the building is also part of thesis. The shopping centre that is subject of the final thesis is located in Brno area.
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Bonded Warehouse in Uherský Brod
Šotkovský, Jakub ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The subject of my bachelor’s thesis was to design and assess a steel structure warehouse in Uherský Brod. It is a single hall with a gabled roof with a ground plan dimensions of 30 x 42 m and a height of 8 m. The slope of the roof plane is 7.595 °. The main load-bearing structural system consists of eight cross-frame links. The hall is claded by sandwich insulation panels Kingspan. The whole steel structure is made of steel S 235.
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Bus Station
Šotkovský, Jakub ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The subject of this final thesis was to elaborate variant proposal and to assess supporting steel structure roof bus station in the shape of a hyperbolic paraboloid. 2 variants were proposed, one of which was chosen as a more appropriate and this was processed details and drawings. Both variants are used as cover glass panels. Structures are made of steel with 235J0.
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Museum of warfare
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the Bachelor thesis is the design and assesssment of the steel (load bearing) structure of the future museum of military equipment. The building, with passageway for the visitors, is going to serve museum for garaging medium and heavy equipment. The framework is constructed by connection of abutment pillars placed in the distance of 10 m and roof girders with haunches. Construction is designed to have mono-pitched roof created by 5,36 m long pillar and 6,4 m long pillar connected with girder. In the endwise direction the frames are in the distance of 6 m. The construction is specific by its plan. By its cranking at the end of the first wing under 45° angle there is created smaller interstice. At the end of the interstice is another 45° angle cranking connected to the second wing. Thanks to the cranking between the wings the first wing extends endwise and the second extends crosswise. Another specifics are gate constructions placed on the side of the higher pillars. The gate is intended for enterance and exit of the military equipment to be placed for an exposition in the museum. The framework is designed by norms ČSN EN for the ultimate and serviceability limit state. As the main material used for load-bearing elements was steel S355.
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