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Steel structure of an industrial building
Blaška, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The bachelor thesis is about designing the single-aisle industrial hall bearing structure. The width of the hall is 18 meters, the length is 63 meters and height of the holder of a crane track girder is 12,3 meters. There are two trolley cranes in the building. Their carry capacities are 20/5 t and 32/8 tons. The main bearing components are the transversal restrained columns and strut-frame stringers. The purlins are strut-frame. The structure is designed for the district of Blansko.
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Airport Departure Hall
Čech, Ondřej ; Šmak, Milan (referee) ; Barnat, Jan (advisor)
The bachelor thesis deals with the design and assessment of steel load bearing structure of the departures hall of the airport. It is a purlin system consisting of sloping trusses of curved shape with overhangs that make up the awning above the entrance to the building. Truss to span 18 meters is welded from pipes. The steel used in the project is S355. For the design was used Scia Engineer software, in which was created a spatial model of the structure.
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Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.
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The EPS factory, Unicov - carcassing construction
Ježowiczová, Barbora ; Kotek, Lukáš (referee) ; Biely, Boris (advisor)
Subject of this work is pursuance technology of reinforced concrete skeleton of production hall, especialy carcass/rough construction. This bachelor's thesis contains construction and technology report, technological prescription, technology report of plant building site, technology report of transportation, concept of mechanical assembly, inspection and test plan, technology report of health and safety on the construction site. Budget, calculation and time planning, a drawing of the facilities of the construction site, description of transport relations is included in addendum.
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Newly built apartment building in Ivančice, implementation of roof cladding
Křeháček, Matěj ; Rychtecký, Martin (referee) ; Kovářová, Barbora (advisor)
The subject of my bachelor's thesis is the design of the supporting structure of the roof including plumbing work and roofing work of a residential building in the village Ivancice u Brna. It is a new building with 16 residential units. The building is without a basement with ground floor, aboveground floor and attic. The bachelor's thesis includes: a technical report, situation of building relationships with the wider transport routes, statement of measurement, technical regulations, organization of construction solutions, schedule of work, design of mechanical assemblies, quality requirements, safety work and details.
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Design of Monolithic RC Structure
Kuchař, Martin ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor’s thesis describes the design of the load-bearing part of the reinforced monolithic frame concrete structure of the home for the elderly. The subject of assessment are the typical elements of the load-bearing skeleton in the 1st floor: frame rung PS, beam T5, column SR3a and the ceiling plate above the first floor. The assessment is made for ultimate limit states, moreover for frame rung PS the deflection control is provided, too.
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Design of selected parts of RC and masonry structures
Neužil, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Bachelor thesis describes the design selected part of reinforced concrete and brick construction on building of wine cellar and elaboration of reinforcemenet drawings of selected structural element. Building is decided to two parts entrance building and wine cellar. At the entrance are designed and assessed reinforced concrete perimeter walls, columns and beam which is situated on columns. In the cellar was assessed ceiling formed by a brick vault which failed to report and was designed rehabilitation using reinforced concrete reverse shell. Calculation of internal forces was performed by computer program SCIA Engineer.
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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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The Roofing of the Sport Hall
Štelc, Martin ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
This thesis deals with the drafting and assessment of timber structures, the single-roof sports facility to span 40 meters for the Brno locality. Hall dimensions are 40 x 52.5 m. A height of the hall is 16 m sports hall is designed for most sports played indoors. The supporting part of the roof is designed as an arch structure made of glued laminated wood. The structure is made up of cross-linking - triple joint arches distance of 3.5 m. Arches are connected by purlins. Stability is ensured by placing four fields bracing.
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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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