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Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Steel Structure of the Technology Building
Paroulek, Adam ; Pilgr, Milan (referee) ; Brosch, Petr (advisor)
The diploma thesis deals with the design of a steel technological structure in the locality of Štětí. The struture is used for the paper production technology. The geometry of the structure was customized to technological requests. The statistic system was considered in two versions – joint connections and frame – joint connections. The frame – joint connections system was chosen for detail processing. The steel structure was calculated by Scia Engineer 19 software. The connections were calculated by Idea statica software. The thesis is processed according to valid standars of ČSN EN.
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Joining components by forming technologies
Hudeček, Marek ; Šlais, Miroslav (referee) ; Peterková, Eva (advisor)
The project elaborated in frame of bachelor's degree B-STI gives an overview about methods of joining parts primarily made from sheet. Most of these methods are implemented by cold forming technology without machining. In great detail is described joining parts from sheet using technology of seaming in bachelor thesis. Using a new materials in production and requirements on decrease cost require application modern way of joining, some of them are mechanical coupling procedures and joining by deformation strain.
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Mountain hotel in Beskydy
Kubášková, Barbora ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
This thesis solves design of timber structure of mountain hotel in Beskydy. The hotel is two-storey building with residential attic and no cellar. The ground plan of the building is about 15x26 m and height of the building is 14,76 m. The type of roof timbers was chosen from two options. There was used structural timber of the strength class C24, glued laminated timber of the strength class GL24 and steel S235. Program Scia Engineer was used for the static analysis of the structure. There was made only linear calculation.
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Space structure of industry building object
Pelikán, Adam ; Švaříčková,, Ivana (referee) ; Šimůnek, Petr (advisor)
The subject of this project is the structure of the storage hall which is made of reinforced concrete. It is designed as precast frame (span of 18m), founded on pocket footings. The roof deck (non-rigid) consists of ribbed slabs. The cladding is made of sandwich panels (reinforced concrete and isolation) layed on foundation beam. The design is focused on the single typical frame. Roof girder, column and pocket footing are designed. Designed life of the structure is 50 years.
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Steel Structure of Multipurpose Hall
Makiš, Daniel ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The subject of diploma thesis is design and static assessment of steel structure of multipurpose hall. Construction is located in the city Brno. The floor plan is rectangular with dimensions 60 x 80 m. Headroom of the structure is 12,5 m and total height is 16,5 m. A main frame is created of arch truss supported by column and truss structure on both sides. The main frames are joined by purlins. Final support structure was selected from two preliminary variants. For the selected variant was made static calculation of main bearing elements including joints and anchoring, technical report, drawings and bill of quantities.
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Business Centre
Dežerická, Lucia ; Pešek, Ondřej (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with the design and assessment of the two different variants of the steel structure of the business centre. The building is situated in Uherské Hradiště. The construction has several floors and the ground floor in the 1st floor is 32 x 32 m, it gradually extends evenly up in 2nd floor and 5th floor, to the total ground plan dimensions of 48 x 48 m. The building has 8 floors and its maximum construction height is 40 m. The supporting system of the structure is designed from S 355 steel, it consists of steel-concrete beams, dies and columns.
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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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