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Office Centre
Ďureje, Andrej ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
The content of diploma thesis is designing, project development and static estimation of the supporting steel structure in two different variants of the atypical office building (business center). The object is located in densely built-up location in the Brno. The building is designed as a seven storey. The entrances to the above ground floors are designed from balconies, which are roofed and situated on the edge of the object. The footprint dimensions are 57,6 x 57,6 m. Variants are compared based on weight and size of the coating surfaces supporting construction of the object. Drawing documentation, static calculation of joints and details of the construction are processed for the best variant.
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Stability and geometrically nonlinear analysis of steel structures
Ondášová, Annamária ; Puklický, Libor (referee) ; Kala, Zdeněk (advisor)
The diploma thesis is dealing with the stability and geometrically nonlinear analysis of a steel structure, explanation of the principles and procedure of the steel structure calculations. The modeled structure is loaded with pressure forces and subsequently the bearing capacity of the structure is calculated using a stability and geometrically nonlinear analysis with initial imperfections. The solution of the frame structure using both approaches can provide slightly different results, which can have an impact on the assessment of the reliability of the structure, its over or under-dimensioning.
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Multi-storey building
Hasil, Tadeáš ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The subject of the bachelor´s thesis is structural design multi-storey building a department store. The structure is designed for the site Brno.Static calculation is solved by a combination of manual calculation and calculation using software R-STAB.The steel structure is placed between the reinforced concrete towers.The purpose of reinforced concrete is vertical transport. Transversal course is dividet to 6,0+3,0+6,0=15m.Longitudal course is dividet to 9x6,0m = 54m
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Car showroom
Kováčová, Zuzana ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of the Bachelor thesis is a static and structural design of a steel construction of a car showroom in Trnava. I tis a two-bay construction with a mono-pitched roof. As a first, the load was calculated, next the structural version was determinet. Structural analysis was made with Dlubal RFEM software. Main load-bearing elements were designed and checked, including reinforcing members, column anchorage and selected connections. Were made a calculations, drawing documentation and technical report.
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The Roofing of the Sport Multipurpose Hall
Koteš, Mário ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
Main task of this thesis is to design a roofing of multi-purpose sport hall. Multipurpose sport hall has a floor dimensions 48 x 35 m and is 16.0 m high. The hall is composed of cross-linked steel girders saved on rolled profiles of columns, which transmit loads into concrete pile foundations. Gable roof has a slope 7° and it is hidden behind a parapet which consists of steel square profiles. The construction consists of thin-walled purlins made by the company Voestalpine. Rigidity is ensured by steel elements in the plane of the roof structure in the longitudinal plane and gable walls. The thesis is carried out in compliance with the Eurocodes.
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Shopping Centre
Altoff, Tomáš ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis is deals with design of steel structure of a shopping centre. The object is situated in the Ostrava and has a rectangular and semicircle ground plan. The total ground plan dimensions are 72,5 x 55,0 m. The maximum height of a building is 18,75 m. The object has three storeys above ground. The material of main construction is steel grade S235. The ceilings are constructed from a steel-concrete beams. The roof above central part of the object has shape of a circular arch; above the other part of the building is a pitched roof. The design of main structures was made for two variants. The design of connections, anchorage and drawing documentation were made for the preferable variant.
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Production site ITAB Boskovice - rough upper construction
Panáček, Jakub ; Dvořák, Miloslav (referee) ; Biely, Boris (advisor)
The main purpose of this dissertation is to design and describe technological stage of rough upper construction of production hall, which is part of production site ITAB. It focuses on the budget, work schedule, providing of energy sources, appropriate setup of temporary objects on the construction site and creation of the effective construction procedure. Result of this work represents possible construction progression with focus on the construction speed of the steel structure.
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The Roof Structure of a Multipurpose Sport Building
Kaczová, Silvia ; Straka, Bohumil (referee) ; Buchta, Stanislav (advisor)
The subject of my diploma thesis is to design and assess a multipurpose sports hall in the area of Brno-Bystrc. The shape of the hall is rectangular with dimensions 45 m × 48 m. The roof is designed from an arched truss. The height of the construction is 18 m. Part of the thesis is a technical report which contains details of construction, list of used materials, production and maintenance method. The work also includes the static calculation of supporting elements and joints and the graphical documentation. The valid CSN EN technical standards were used for the design and assessment.
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The steel construction of a volleyball hall
Polerecká, Katarína ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The aim of this work is design and assessment of the steel roof structure of the hall object designed for volleyball training and events located in Brno. Ground plan dimensions are in the shape of a rectangle with a floor space 30 x 40 m. The hall consists of 9 cross-lenks spaced by 5 m. The truss girders are arc-shaped, pinned on column. Structure is divided into two areas with hight diference of 6 m. Spatial stiffness is ensured by a system of longitudinal, diagonal strut and purlins.
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Aquapark in Znojmo
Andrej, Patrik ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The subject of the bachelor thesis is a design and an assessment of the steel structure aquapark in the city Znojmo. Disposition of the structure respects the requirements for building location. The main supporting structure consists of arched trusses, which are hinged connected with the fixed columns. Distance between cross links is 5,0 m. Structure stability ensures system of bracings. Structural design report contains of assessment the main load-bearing elements and joints. The roofing and exterior building envelope consists of sandwich panels.
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