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Mountain hotel in Velké Losiny
Kašíková, Anna ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The work deals with the design of a load-bearing wooden structure of a mountain hotel in the foothills of the Jeseníky Mountains. It is a building without cellar, two floors and a attic room. The floor plan of the building is 17 x 30 m with a porch of 3 x 10 m. Height of the building up to the ridge is 13.2 m. The design of the roof structure has been chosen from 2 different variants. Material usage consist of grown wood of class C24, glued laminated wood of class GL32h and steel S355. Static analysis was calculated by Dlubal RFEM software.
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Load-bearing RC structure of the multi-storey building
Petrovič, Jiří ; Hasala, Ivo (referee) ; Girgle, František (advisor)
The Master’s thesis is focused on the analysis and design of selected members of load-bearing structure of an apartment house according to the ultimate limit states (ULS) and seviceability limit states (SLS). The calculation and the analysis was supported by design software SCIA ENGINEER 2017. Structural analysis deals with the design of the reinforced concrete floor slab of 1.PP, beams in 1.PP, selected walls in 1.NP and column in 1.PP and 1.NP. Thework beside this deals with the calculation and design of foundation of the object.
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Resistance of the roof structure loaded with photovoltaic panels
Holoubek, Jan ; Bažant,, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of the thesis is to verify the resistance of the roof structure loaded with photovoltaic panels. On the roof of industrial building of rectangular plan with dimensions of 26,5 x 24,5 m in Hlinsko, the investor decided to install photovoltaic panels. Preliminary diagnostic survey showed only flexural reinforcement in the field of all considered load-bearing elements. Bending strength was assessed by these structural elements: reinforced concrete slab, reinforced concrete beam, reinforced concrete grinder. Static calculation includes a minimum reinforcement of support and necessary shear reinforcement, which must be demonstrated by a detailed diagnostic survey. The structural analysis includes the assessment of reinforced concrete beam deflection after loading. All assessments were performed according to currently valid Eurocodes. The calculation showed that all supporting elements meet the bending resistance and deflection of the beam is smaller than the limit value laid down in the EC, so the roof of the hall can be loaded with photovoltaic panels.
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Design of Tram
Řihánek, Šimon ; Pelikán, František (referee) ; Zvonek, Miroslav (advisor)
The content of this diploma thesis is design of a low-floor tram, primarily intended for inner-city use. The thesis includes a brief summary of the historical development, analysis of current trends in tram design and analysis of currently used technical solutions. The main part is devoted to the design process, resulting in shape and graphical solution of the exterior and interior arrangement while respecting the structural and ergonomic requirements in respect of passengers and the driver of the vehicle.
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Design of underground garage under the block of flats
Císařová, Kateřina ; Hrubý, Tomáš (referee) ; Klusáček, Ladislav (advisor)
As the main topic this thesis describes the design and evaluation of selected reinforced concrete members of the underground garage construction of the administration building at ultimate limit state and also at serviceability limit state, both in accordance with EC2: Design of Concrete Structures. Designed members in particular are monolithic slab, girders and columns. Structural design and evaluation of other structures of the building are not part of this thesis. The text part of the thesis concerns the descriptions of analysed structures and also the descriptions of the loads acting on them. Method of designing of the structures, methods of calculating of inner forces, and also the method of modelling the structure in software SCIA Engineer are herein further described. The annexes are mainly structural analysis, which expresses the knowledge obtained from the theoretical part of this thesis, and the drawing documentation.
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Cast-in-plase concrete member of multi-storey structures
Vařecha, Daniel ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The bachelor thesis is focused on the design and assessment of the supporting parts of the multi-story monolithic building of Větřní paper mill. Part of the thesis is accompanying report for static calculation and technical report on construction, visualization, static calculation and drawing documentation of shapes and reinforcement. Calculation of internal forces in the building was done in SCIA Engineer 17.1 software.
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Reconstruction of Merhautova – Okruzni – Seifertova crossing in Brno
Palán, Libor ; Šamánková, Zdeňka (referee) ; Pavlíček, Jan (advisor)
The theme of this master thesis is a way of solving tram track elongation in Brno - Lesna. The task was to draw up a tram track through the crossroad of streets Merhautova, Seifertova and Okruzni including reconstruction of crossroad. This master thesis deals with the of different variants of solution of crossroad. The most appropriate option is worked out further. In this work is also included outlining of futher tram tracking behind the crossroad and placement of the nearest tram stops. The result of this work is to elaborate of the situation including charasteristic cut sections and longitudinal profiles of tram lines. Part of this work is an estimate of the financial cost to realize this building.
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Bridge crossing over Svitava river and railway track in Blansko
Smělíková, Petra ; Konečný, Vojtěch (referee) ; Křižan, Lukáš (advisor)
The aim of the Diploma Thesis is elaboration of study of bridge crossing over the Svitava river and ČD railway track in Blansko. It concerns a five-pole steel beam road bridge with through-span which carries road of the third category. The static system of the construction is solved as solid-web beam of 1.3 meters height which is in three middle spans reinforced by truss construction with top chord and system of diagonals without verticals. The height of the main beam where reinforced by trusswork is 4.75 meters. The width of spans in the road axis is 18.5 + 30.525 + 44.4 + 30.525 + 18,5 metres. The bridge deck consists of steel cross beams bonded with reinforced concrete slab of 200 millimeters of thickness. The drive-through width of the roadway is 7.0 meters. The bridge is fitted with right-sided walkway placed on steel cantilevers. The walk-through width of the walkway is 3.0 meters. Material used is S355 Steel, C30/37 Concrete and S460 Steel which is used for marginal spans of the bridge. Load-bearing construction is assessed in compliance with current technical requirements laid down by European Directives, so called “Eurocodes”. The calculation of inner powers is performed using the Scia Engineer 2013.1 software.
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Reinforced concrete structure of a multistoried garage
Klajba, Daniel ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
The aim of bachelors’s thesis is to design monolithic reinforced concrete ceiling structure of a typical storey of a multistoried garage. The supporting structure consists of a frame consisting of rungs, which are stored by beams and slab. Rungs are supported by columns. Reactions of the structure are transmitted to the foundation soil by footings. The design was made according to standard ČSN EN 1992-1-1 for ultimate limit state. Structural analysis was performed using Scia Engineer 2012 – Student version. The results were validated by simplyfied manual method. Structure was modeled using Scia Engineer 2012 also in 3D together with second option of ceiling structure – locally supported plate. Comparison between these two variants was made.
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Design and review of RC structure.
Hečková, Beata ; Seiter, Roman (referee) ; Šimůnek, Petr (advisor)
This diploma thesis deal with of the design of selected parts of a monolithic reinforced concrete building. Static solution includes an assessment of slab in local supports, calculation of columns, beam, stair and footing. The building will be used as an multifunctional building. In this thesis was developed a static calculation, reinforcement drawings and shape drawings.
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