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Static design of steel and timber members of structure of a guesthouse in Pasohlávky
Tomášek, Matěj ; Bukovská, Pavla (referee) ; Pešek, Ondřej (advisor)
The topic of this bechelor’s thesis is assesment of the load-bearing steel and wooden structures of a guest house in the town of Pasohlávky using the BIM method, which includes data sharing and collaboration with other professions. The thesis includes two separate structures: a winter garden designed from steel S235JR and a roof structure that combines steel S235JR and structural timber C24. The content of the work covers the assesment of the main load-bearing elements, dimensioning of selected joints, stability analysis of frame structures, column anchoring and drawing solutions in combination with an IFC format model.
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The bus stop in Tišnov
Ivanič, Andrej ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The batchelor's thesis deals with the design and assessment of the supporting steel structure of the roof of the bus station for 6 buses. The structure is located in the city of Tíšnov. Its floorplan dimensions are 8,4 x 58,0 m and it is divided into 10 fields by 11 main frames of 5,8 m each. The main frame consists of one column and two symmetrical trusses formed by upper beam at a 5° slope, the lower beam, diagonals and vertical. On the upper beam the purlin is are placed, which, with the transverse and longitudinal stiffeners, ensure spatian rigidity. The thesis deals with the assessment of the main supporting elements, their details and drawing documentation.
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Cableway station in Pec pod Sněžkou
Kornfeldová, Nathaly Sarah ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
This bachelor thesis deals with the design and assessment of the steel structure of the cableway station in Pec pod Sněžkou. The steel structure with floor plan dimensions of 24 x 48 m and a height of 12,5 m consists of 9 transverse frames spaced 6 m apart. This creates a lattice frame, which is supported on the other side by an inclined column made of steel open cross-section. In the middle transverse frame, due to the necessary space required for the exit of the cable car, the column is omitted. The spatial stiffness of the construction is secured by bracings. The construction is designed from S355 steel.
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Industrial hall
Čerbák, Jakub ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of the bachelor thesis was the design and assessment of the steel supporting structure of manufacturing hall. The main frame is formed by a frame with a span of 30 m and a plan length of 72 m. The height in the centre of the main frame is 10,3 m and the axial distance of these frames is 6 m. The used material is steel S 355. Thesis includes the assessment of selected load-bearing elements, details and their drawing documentation.
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Steel structure of indoor pool
Lengyel, Barbara ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The content of this bachelor's thesis is the design and the assessment of the loadbearing steel structure of an indoor pool. Ground plan dimensions are 30×84 m and the height of the structure is 14 m. The main supporting system is composed of 15 main trusses in 6 metre distance. The main truss is formed by a truss girder in the shape of a wave, which is on one side pinned on steel column and on the other side is pinned on concrete column. 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 system of longitudinal and sway bracings.
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Gemini
Hanzalíková, Miroslava ; Františák, Luboš (referee) ; Marek, Jiří (advisor)
This project deals with the revitalization of a high school named GEMINI for medically disadvantaged youth and its surroundings. The bachelor's thesis focuses on the design of the school's revitalization, the concept of the school garden, the former exchange station, and a café with a community center.
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Tenis Hall
Hanáčík, Jan ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
This thesis describes design and assessment of the structure of tennis hall of a rectangular floor plan. The building is located in the city of Brno. The project is developed on two variants. The first option is a steel structure with lattice girders. The second option is a wooden construction with glued lamellar girders. The thesis is processed according to ČSN EN standards.
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Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
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Footbridge over Morava River, Mikulčice - Kopčany
Bílek, Jaroslav ; Konečný, Vojtěch (referee) ; Křižan, Lukáš (advisor)
The topic of my master's thesis is a concept and evaluation of a new steel construction of a foot bridge for pedestrians and cycles across the river Morava. The concept has two alternatives. Option 1: The foot bridge has three spans. The span lengths are 27+81+27m, the middle span is stiffened by an arc. There is a bridge deck that consists of a cellular beam which is locked onto the arc. The bridge deck is lower, steel and orthotropic. The arrangement of rods is radial. Option 2: The middle span is stiffened by two arcs bowed to each other. The bridge deck consists of two beams with crossbeams and is locked onto the arcs. The bridge deck is again lower, steel and orthotropic. The arrangement of rods is radial. The wind bracing has a shape of a Vierendeel beam.
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Three-Aisled Steel Building
Lečbych, Antonín ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
The thesis contains the design and assessment of three-aisled steel building for small metal production. Supporting span of construction hall is 9, 18 and 9 m. In the middle wing is situated bridge crane with capacity of 2 tons. The estimated location of the object is Luhačovice. The initial design concept was specified by supervisor (as the idea of the investor/architect), for which was did static and structural solution and assembly details. For selected option was made a calculation of supporting structures and selected assembly details. The hall has a rectangular floor plan of 36x36m and ridge height is 9 m. The central wing is made of steel and side extensions are made of glued laminated timber.
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