National Repository of Grey Literature 25 records found  previous11 - 20next  jump to record: Search took 0.01 seconds. 
Pedestrian bridge
Morks, Vojtěch ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.
Belt conveyor for grawel sand
Herout, Jan ; Jonák, Martin (referee) ; Pokorný, Přemysl (advisor)
Bachelor thesis focuses on the constructional design of the conveyor belt given over the transport of the rinsed gravel by the assigned parameters. It´s functional calculation according to the norm ČSN ISO 5048 together with ČSN 26 3102 is performed. Bachelor thesis also contains the description of the particular constructional parts, solution of the conveyor belt´s drive, the checking calculation of the frame and a suggestion of the mechanical tightening of the belt. It is introduced a short analysis of the transporting material in the end of this thesis. It is enclosed drawing documentary materials with this thesis.
Steel structure of an industrial building
Jílek, Josef ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
This thesis deals with structure of the single-aisle steel industrial hall in accordance with the arrangements of the building with a span of 30 m, a height of 84 m and corresponding height of the cantilever of a crane track girder is 9,0 m. In the hall are considered two cranes with a capacity of 50/12,5 t and 32/8 t. The main bearing element is formed by lattic truss stored on solid pillar down anchored in transverse direction. Distance of transversal pillars is 12 m and between them designed hanging purlins. The structure is designed for the district of Brno.
Steel footbridge in Černotín
Kelar, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The thesis deal with structural design of steel footbridge for pedestrians and cyclist over the Bečva river in Černotín village. Span of the footbridge is 50 m. The basic material is steel S355 and S460. At the beginning were created two variants. First one is an arched footbridge and the second one is cable stayed footbridge. After evaluation variants was selected the cable stayed footbridge. The selected variant was assessed in detail including joints and bearings. Structure is designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.17.01 of Dlubal company.
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.
Autocentrum Brno VW
Kubitová, Markéta ; Rosendorf, Aleš (referee) ; Boleslavská, Yvona (advisor) ; Sedláková, Markéta (advisor)
The aim of the bachelor thesis was to create the documentation for building permit and documentation for the construction of the building, which is based on a previously elaborated study under the subject AG33 - Production Structures. This is a project of the carcentre Volkswagen Group in Brno-Zábrdovice. The assigned building site is located on a flat land and is bordered by the streets Cejl, Jana Svobody, blocks of flats and the river Svitava. The carcentre consists of three functional units - a showroom, a spare parts shop and a garage. Within the framework of the bachelor thesis, a showroom was developed. Compared to the garage it is architecturally more interesting because it is used for the exhibition of VW group cars and it should be interesting for passers-by. At the same time there is a warehouse of the spare parts because of the direct contact of the goods with the showroom and the garage. The object is hallway type, two-storey, non-cellar. There are a passenger lift and a car lift for the exhibition of cars on the 2nd floor. The supporting structure is a steel framing, supplemented with reinforcing elements. The skeleton is based on reinforced concrete beads and interlocked piles due to unstable subsoil. The building is covered with a single-layer flat roof, which is carried by steel girder beams. The casing is made up of Kingspan facade panels, fitted with a perforated stainless steel plate. From the south side (Cejl Street), the facade is made up of a Schüco glass facade system.
Pedestrian bridge
Morks, Vojtěch ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this master’s thesis is the design and assessment of footbridge in Železný Brod across the Jizera river. The preliminary assessment contains 3 different variants of footbridges. Based on the multi-criteria analysis will be chosen the most suitable type for detailed design. Detailed static analysis contains assessment of the main load-bearing parts of the structure including joints. The length of span is 60,0 m and the width of passage is 2,5 m. The structure is made of steel class S355 and S460.
Riding Hall in Šenov
Bártů, Adam ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The aim of the bachelor thesis is to design the steel construction of the riding hall. The building is made up of two parts. The floor plan dimensions of the bigger one are 48,0 x 24,0 m. The roof structure is made of trusses placed on columns. The roof cladding is made of insulated metal roof panels. The smaller hall with ground plan dimensions of 36,0 x 7,2 m is designed as housing for horses. Spacial stability of the building is ensured by longitudinal and cross bracing. When designing the riding hall valid standarts ČSN EN have been used.
Production of the "truss beam" component in a smaller engineering company
Šmerda, Michal ; Chladil, Josef (referee) ; Kalivoda, Milan (advisor)
The bachelor thesis describes manufacturing of the "trussed beam" component in a small engineering company. This work is divided to several parts. The first part consists of theoretical points, which describes selected economic terms, terms about manufacturing and specific engineering technologies. Part two contains an analysis of the current state. In part three is created proposal solving, which including a product price calculation and proposal for streamlining production process and technological and economic evaluation.
Steel structure of the sport hall
Prokop, Miroslav ; Pilgr, Milan (referee) ; Melcher, Jindřich (advisor)
This thesis presents a construction of a steel sport hall. The dimensions of the hall's ceiling are 36 x 20 m with headroom highlight of 9 m. The smaller hall measures 36 x 5 m and its headroom highlight is 3 m. The roof is made of trusses which are lain on columns. The bracing of the construction is provided by roof and transverse stiffeners. The main bearing parts are made of steel S355. The construction proposal adheres to the ČSN EN norms.

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