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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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Steel interior staircase in the polytechnical building in Bratislava
Redecha, Martin ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The subject of the bachelor thesis is the design and assessment of the supporting steel structure of the staircase in the multifunctional building in Bratislava. The staircase is located in the entrance atrium in an open space between the 1st floor to 3NP with a total height difference of 6850 mm floors. The approximate ground plan dimensions of the staircase construction are 5500 x 5100 mm. The construction of the staircase was designed from enclosed SHS 50x4 steel profiles in steel S355 J2. The construction system represents truss beams of various shapes that are connected to each other by horizontal and oblique dams. All rods are from the profile. Anchoring is rebuilt by anchor plates with a thickness of 15 mm with 4 chemical anchors and threaded rods M12, 8.8. The static calculation was the program by RFEM 6.06. Subsequently, manual calculation and assessment of the most stressed rods were made by internal forces and design and calculation of anchoring. The C-Fix Online program 1.1.58.1 Fischer was also used to design chemical anchors.
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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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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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Construction and Technological Solutions Structural System of the Building for Fitness, Rehabilitation and Accomodation in Štíty
Revús, Adam ; Valenta, Michal (referee) ; Mohapl, Martin (advisor)
The Bachelor´s thesis pursues the decisive issues of supporting structure of the building for fitness, rehabilitation and accommodation in Štíty. The thesis seeks to find the building – technological optimum for main construction works. The thesis includes technical report of the object, technological prescription, equipment construction, machinery , budget, timetable,inspection and test plan, work safety.
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