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Steel Structure of a Sports Hall
Smrčka, Václav ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor’s deal with supporting with steel structure sports hall. As the mean material of bering elements was designet steel S235. The building has an rectangular shape with dimensions of 36x48 m. Clear hight at the highest point is 15,3 m. The supporting structure consist of colums and arched truss girder. The distance of each cross links sis 6 m. In the structure design is deal with four variant transversál frames. For the chosen variant is further processed a static calculation of the main structrual elements including selected details and drawing documentation.
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Aviation maintenace crane
Bureš, Martin ; Šťastný, Antonín (referee) ; Pokorný, Přemysl (advisor)
This master´s thesis solves design of a mobile crane for handling air aggregates and ejection seats. Handling crane provides lifting a maximum weight of 300 kg to a height of 4600 mm. Subject of the work is the choice of appropriate technical solutions, design of lifting mechanisms, supporting structures and accessories. The suitability of the solution is checked by strength analysis of individual units. Another task is to provide mobility equipment and control stability against overturning. The appendix includes protocols static analysis of the program Nexis32, drawing overall crane assembly and manufacturing drawings selected parts.
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Behavior studies of the timber footbridges structures
Vitásková, Petra ; Brdečko, Luděk (referee) ; Zídek, Rostislav (advisor)
Master’s thesis „Behavioral studies of the timber footbridges structures“ deals with static models of timber footbridges. This thesis mainly consists of the behavioral study of historical timber footbridge in the village of Černvír in Vysočina. Based on the actual design of the bridge a three-dimensional beam model was created. This thesis also includes two contemporary alternatives of timber covered bridges. The individual structural elements were assessed according to the applicable standards. To analyze the model FEM program SCIA Engineer 2012 was used.
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Load Bearing Structure of Community Centre
Balázs, Ivan ; Pilgr,, Milan (referee) ; Barnat, Jan (advisor)
The aim of the master´s thesis is to design a load bearing steel structure of a community centre in accordance with architectural requirements. The structure consists of a main aisle and two extensions beside. The length of the structure is 62 m, the width 42 m and maximum height 15 m. The main load bearing elements of the structure are transversal restrained columns and truss roof beams. The roof beam for the main aisle is made up of tubes and arched. The lower and upper beams of roof beams for the extensions are straight. The distance between the main columns in 12 m. The purlins for the main aisle are truss structures with arched lower beam, the purlins for the extensions have straight lower beams of truss. There is a storey in the extensions. The structure of ceiling consists of girders and interlocked concrete plate in trapezoid metal plate. The structure is designed for the district of Brno. It is designed in accordance with the ČSN EN 1993 standard.
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Load-carrying structure of the covered footbridge between buildings in schooling premises
Fiedlerová, Lucie ; Karmazínová,, Marcela (referee) ; Melcher, Jindřich (advisor)
The subject of this master’s thesis is to design the supporting steel structure covered pedestrian bridge between the learning area buildings A and D of the Faculty of Civil Engineering, street Veveří 95 in Brno. The construction is designed as a bridge rod spatial structure with two main girders. The girders are a combination Vierendeel girder and truss structure. The girders are connected at the level of the upper and lower band by a crosspiece. The horizontal stiffness of the upper and lower surface structure is ensured by bracing. The upper surface of the pedestrian bridge is horizontal in the longitudinal direction. The lower surface of the pedestrian bridge is curved in order to overcome the difference in height between buildings A and D. This solution is the result of comparison an evaluation of three alternative solutions.
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Stress and deformation analysis of railway bridge over the Odra River
Svoboda, Josef ; Profant, Tomáš (referee) ; Fuis, Vladimír (advisor)
This bachelor thesis deals with strain, stress and deformation analysis of the planar truss bridge construction. The aim is to determined the size of axial forces for statically determinate system and then making construction changes to reduce axial stresses in the individual beams in the structure. This structural modification becomes statically indeterminate structure. To solve this problem we consider different positions of the train at the bridge. The obtained values we can use to assess stress and deformation of the structure and the analytical results will be compared with the results obtained using the finite element method.
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The roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
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The Three Aisled Storage Building
Malý, Jan ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The subject of this bachelor´s thesis is the design and assessment of steel structure three-aisled storage building. The width of the side aisles is 12 meters and the width of the main aisles is 24 meters. The length of storage building is 60 meters. The height of the building is 14.65 meters. In the main aisles traversed, by two bridge cranes, each with a capacity of 5 tons. The supporting structure consists of main truss, the distance is 6 meters. Storage building is designed for the area of Zlín.
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