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Roofing of the grandstand in Pohořelice
Horníčková, Kateřina ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor’s thesis deals with the design of the steel structure roofing of the grandstand in Pohořelice. The plan dimensions of the structure are 19,35 x 5 m, the height is 3,35 m. The main load-bearing structure is a curved L-shaped frame with variable cross-section. Stability is complemented by couplings in vertical and roof planes. There are two braced bay. The roof structure is placed on wooden purlins. The construction material is steel S235 and wood class C20.
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Application generating and verifying configurations of network devices
Korček, Juraj ; Tyrala, Radek (referee) ; Jeřábek, Jan (advisor)
The aim of this master's thesis is a design and implementation of a program for finding security and operational deficiencies of network devices and afterwards, resolving them by generating corrective configuration. Due to a lack of security and misconfiguration, there are a lot of devices exposed to the risk of a security incident. Therefore, the program compares settings with various standards, recommendations, and best practices and generates a report with findings. Afterwards, deficiencies can be eliminated by automatic resolution or manually if automatic resolving is not possible. The program uses regular expressions to find problem settings in previously exported configurations. Implementation is written in Python, and YAML markup language is used too. Another output of this thesis is a checklist, which can be used for the creation of future modules for support of other network device vendors and thus extend the program.
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Supermarket in Rožnov pod Radhoštěm
Valentová, Monika ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The subject of this bachelor thesis is to design and check steel structure of single-nave hall used as a supermarket. Structure is situated in suburban area of Rožnov pod Radhoštěm. The ground plan dimensions of designed structure are 27,0 m x 52,2 m. The maximal height of structure is 11,315 m. The main load-carrying structure is formed of 10 main frames in distance 5,8 m. The main frame forms shed roof with inclination of 7°. Main frame is made of web-plate columns and truss. Purlins are simply supported on upper belt of truss. Rigidity of structure is ensured by transverse and longitudinal brace. Roof cladding is made of sandwich panels laid directly on purlins. Peripheral cladding is made of sandwich panels as well, it is self-carrying and it is not part of this project.
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Supermarket in Vrbno pod Pradědem
Ujházy, Denis ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design solution and check load-carrying steel frame structure of the supermarket in Vrbno pod Pradědem. The square plan dimensions are 32,00 x 60,00 m and ridge level is 12,55 m. The structure is designed as a single hall, the construction system is built of two-pinned cross frame with an axial distance of 6,00 m between main frames. The hall has a saddle roof with an inclination of 10°. All the cross-sections of the main load-bearing elements are plate and made of the same steel category.
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Steel structure of a sport hall
Vraňanová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of this work is to design and check the steel construction of the sports hall. The maximum dimensions of a floor plan are 72,0 m x 37,58 m. Construction is embedded in terrain, with the total height 13,47 m and 9,97 m above the terrain. The lattice arched crossed link is the main supporting part that is anchored to a concrete panel on each side, using a pair of pins.The roof cladding is made of sandwich panels and is supported by truss purlins. Space stability is ensured by cross bracing and longitudinal bracing.
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KAIZEN Application
Brhlík, David ; Kotek, Luboš (referee) ; Fiala, Alois (advisor)
The goal of thesis is to implement Kaizen method into manufacturing process and so mineralize the scrap of production and at the same time get an numerical overview of the guarantee for the quality of product. Implementation this method will lead to elimination of existing random check of the process. Place: ABB s.r.o. Brno (company is specialized to production switchgears)
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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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Exhibition pavilion
Španihel, Jiří ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The subject of the diploma thesis is design and examination of supporting steel structure of the exhibition pavilion situated at the Brno Exhibition Centre, including a comparison with the second variant. The design emphasis has been placed on keeping the architectural character of building related to its purpose. The structure consists of 11 sections shaped as elliptical arcs, formed by truss frames with variable length of semi-axes, while the largest size (the smallest) is 13 m (7 m) for minor semi-axis and 20 m (14 m) for the main semi-axis, height is 16 m (10 m) and distance of support 38.92 m (25.30 meters). For the analysis of internal forces has been assembled spatial bar shaped model. Cladding is made of Kalzip system.
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