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Business centre
Soudek, Jan ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this thesis is the design and assessment of steel construction of the shopping center in Chrudim in Pardubice region. Business center was designed as a three-aisled with a common space in the middle. Each hall has a platform 48.0 meters x 63.0 meters, shared space is a ground plan the shape of an equilateral triangle with sides of 48.0 meters. The construction of halls in the transverse direction comprises three trusses. The two beams are to span 20.0 meters and a span of one to 8.0 meters. Clearance height ranges from 8.0 to 10.0 m. The main structure is made of rectangular hollow sections, tubes of circular profiles and will be awarded. The axial distance trusses is 7.0 meters.
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Sports building in Soběšovice
Fojtík, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
In my work I deal with design and assessment of the supporting structure sports hall with dimensions 30x45 m and a height of 15,5 m. Hall is designed as a truss structure formed by cross-links, which are axially located 9 m. Roof is like a saddle with a slope of 5.71 °. Cladding hall is made sandwich insulation panels.
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Administrative and production building.
Hándl, Vítězslav ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
In my bachelor thesis I deal with the design and assesment of the steel structure two storey big office and production hall. In the groundplan the hall has dimensions 44x12,5 metres and the hall has a height of 9,225m. The object is designed as a hall with frame structure. The frames are axially located one from each other in 6m. Roof has a saddle type shape with a downgrade of 5,71°. The sheating of the hall is made up of sandwinch insulation panels.
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Design of concrete structure of gym in Olomouc
Bohatec, Jiří ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete slabs above the 1st floor in a gym in Olomouc. The proposal will be implemented in two versions, monolithic and pre-fabricated. The resulting design will be compared at the end. It is also proposed monolithic staircase. Ceiling plate will be assessed according to ČSN EN 1992 - 1 - 1.
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Velodrom
Horký, Rostislav ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Diploma thesis deals with desing and static assessment of supporting steel roof structure of velodrom. Climatic load is determined for location of city Znojmo. The thesis consists of technical report with comparison of 2 options solution, technical report of chosen variant, static report of main supporting parts and chosen connections, bill of materials quantities and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA ENGINEER 17.01 software. Static report is created manually according to valid European standards.
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. 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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Multifunctional Pavilion
Dvouletý, Martin ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The subject of the diploma thesi is the design and assessment of the pavilions supporting structure for exhibition and other purposes. The building is located close to Zlin. Preliminary designs of supporting structure were created. One of these was selected and detaileddesigned and assessed. Generallythere are two structures that are extended between themselves. A design and assessment of the entrance portal for the exhibition pavilion was created. The entrance portal is an atypical structure that was created from a combination of hyperboloid and cylinder. The entire portal is formed of welded parts and it is completely from glass. The entrance portal has a variable height, where the highest point is 8,258m. The entrance portal is 20,394m long and has a variable width, where the largest width is 12,000m. The exhibition hall, which is located behind the entrance portal was designed from flat arched truss trusses. The arched trusses are made of several radii and hasa overall impression of an elliptical truss. The trusses have a range 37,000m and they are axially distant 6,000m. The height of the arched trusses is 10.530m. In the leading position of the construction were designed pillars and construction for possible connection of the entrance portal, or for the location of the gate system. Whole construction of the exhibition pavilion, without the entry portal, is 54,000m long and 37,000m wide. The built-up area of both structures is approximately 2200m2. Construction are designed according to normative requirements of CSN EN for limit state of load capacity and usability. The main material of the supporting structural parts was used S355JR steel.
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Industrial building
Michálek, Vojtěch ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
In the bachelor thesis a project for steel construction of an industrial hall in Brno area is developed. The extent of the ground plan of the hall is 30x63m with maximum height of 17,300m. The main load-bearing structural elements such as suspended purlin, truss bond timber, noggin pieces, solid-poles forming a cross linking with the bond timber, base and crane runway, are designed and considered in the static calculation. The statement of material and design documentation consisting of the design, cross-section, production drawing of a bond timber and selected details are part of the thesis.
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Supermarket in Rožnov pod Radhoštěm
Valentová, Monika ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The subject of this bachelor thesis is to design and check steel structure of single-nave hall used as a supermarket. Structure is situated in suburban area of Rožnov pod Radhoštěm. The ground plan dimensions of designed structure are 27,0 m x 52,2 m. The maximal height of structure is 11,315 m. The main load-carrying structure is formed of 10 main frames in distance 5,8 m. The main frame forms shed roof with inclination of 7°. Main frame is made of web-plate columns and truss. Purlins are simply supported on upper belt of truss. Rigidity of structure is ensured by transverse and longitudinal brace. Roof cladding is made of sandwich panels laid directly on purlins. Peripheral cladding is made of sandwich panels as well, it is self-carrying and it is not part of this project.
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