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Kapitulská street 22, Trnava
Szakácsová, Diana ; Mašek, Radomír (referee) ; Marek, Jiří (advisor)
The aim of this diploma thesis is to find proper use of object at Kapitulská 22 street in Trnava, Slovakia. Object is located in the close city centre, in its historical context. According to this I tried to keep current character of place and add new function which will use its potential. In line with current escalating problem of oncological diseases I decide to built there Maggie’s centre – community centre for people which suffer from an kind of it. Centre provides them with a platform where they can meet, change experiences and spend time during activities which is fitted to them. Peoples can find there professional psychological help and support from people with same destiny. In my design I use current object which is faced to street as service part with accommodation of clients. To this part I added community centre itself. Centre is separated into five modules which are connected by main corridor. Everywhere between this module if designed gardens and whole this area is roofed by transparent construction to keep it usable whole year.
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Trade House
Čierny, Juraj ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15.
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Steel structure of store building
Ďureje, Andrej ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Content of this thesis is design of the steel construction of warehouse and his static assessment. The construction of the hall is designed as double-aisled. Ground plan dimensions of the hall are 50 x 60 m. Construction is formed by planar cross-linking. Tentative design of the construction is solved in two variants, which are compared on the basis of the size of paint surface and weight. The winning variant of the construction includes the complete static analysis of supporting elements, solving of connections, details and drawing documentation.
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Steel structure of sportshall roof
Altoff, Tomáš ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The bachelor thesis deals with the design and static assessment of steel structure of sports hall roof. The object has a ground plan in the shape of a rectangle. The length of the sport hall is 58,5 m, width of structure is 44,0 m and the height is 13,995 m. The object is situated in the Ostrava city. There were done three variants of the hall. One of them was assessed in detail. The supporting structure is made up of lattice trusses in the shape of the circular arch. The main structural element is steel grade S235.
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Steel structure of airport hangar
Kuba, Michal ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is design and assessment of the steel roof structure of a airport hangar for sports aircrafts in Zlín. Ground plan dimensions are 36 x 78 m. The main supporting system is composed of truss girders. On the one side the truss girders are pinned on column, on the other side they are pinned into foundation. The truss girders are arc-shaped, with structural height 1,5 m. Distance between main structures are 6 m. Construction is designed as system without purlins. Bars of the steel structure are from rolled profiles and are designed according to current standards. Supporting elements are designed from steel of class S 355 and S 460.
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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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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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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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Trade House
Čierny, Juraj ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The aim of this diploma thesis is a design of the multy-storey steel structure with a wooden dome structure of the shopping centre in city of Banská Bystrica, Slovakia. Minimum build-up area is 2 000m2. Minimum number of storeys is set at 2. Steel structure is composed as a frame construction with composite steel-concrete ceilings. Building has 2 storeys at all. Wooden structure of dome is composed by glue laminated curved beams. The structural design and analysis is performed by software SCIA Engineer 15.
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