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Museum pavilion in Frýdlant nad Ostravicí
Hýblová, Kateřina ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The submitton of my thesis was to design a load carving structure for the exhibitional purposes of a museum. The plan of the structure is 18 x 30 m with the distance of the main frames of 6 m. The beight of the main frames is variable. The building consists of plate columns and a bent plate-shaped foof girder. The work includes: the validaion of the main structural elements, solution of some chosen details, elaboration of detailed drawings of the used connections (joints).
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Gas station roof structure
Očadlík, Martin ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
My task was to propose and consider steel structure roof of gas station. Dimensions of construction were determined based on transport service of the 8 supply points. Construction is situated in Zlin. Static calculation of the main bearing elements was made with Dlubal RFEM v.5.03 software. Selected structure elements including joints and column anchors were verified manualy.
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Reinforced concrete structure
Malecha, Tomáš ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
This bachelor‘s thesis includes structural analysis and check of reinforced concrete, cast-in-place construction of a building for parking. Here is solved locally supported floor slab above first above ground floor. Structural analysis was solved by program Scia Engineer 14 and checked by manual calculation. Next step was dimensioning for ultimate limit state, concretely for bending moment, punching and for serviceability limit state, concretely for limitation of cracks. For this bachelor’s thesis were made drawings based on calculated results.
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Design of the gated weir
Trněný, Michal ; Uhmannová, Hana (referee) ; Julínek, Tomáš (advisor)
The Bachelor Thesis deals with the design of rekonstruction of the uncontrolled weir ´´Kamenny mlyn“ on the river Svratka to a new gate weir structure. The first part focuses on teoretical intro and the processing of data on the area of interest and the selection of appropriate design solution for the reconstruction of the weir, where there are described several types of movable gate. At the end of this part the current condition of the buildings and the channel of the Svratka river in the area of interest is evaluated. In the second part, the Thesis deals with the design of the gate weir structure and its subsequent assessment. At first, the solid substructure and the height of the gate is designed and assessed. Subsequently, the stilling basin is designed and in conclusion, the overall stability of the designed structure is assessed.
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Sports hall
Sengerová, Ingrid ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
This bachelor 's thesis deals with a project of roof load -bearing structure for common sports ( handball , football , tennis, volleyball , basketball ) of a sports hall situated in the city of Brno. Groun plan scantlings of the con - struction are of 36 x 48 m and clearance of 8 m. Hall travers bond is composed of trusses, which are hinged to pivot joints. Spatial rigidity is made safe due to sway bracings. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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Sports Hall
Soudek, Jan ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
This thesis deals with the design of steel structure of the sports hall in the Chrudim region. The hall has a rectangular shape with dimensions of 35 x 57 m and a height 10,65 m. Traverse bond makes a square truss with span of 35 m placed on columns. Purlins with span of 6 m are placed on the trusses. Roofing and curtain wall is made of sandwich panels.
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Design of the engineering structure
Svoboda, Adam ; Volf, Marek (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis deals with design issues of industrial buildings and is focused especially on design and assessment of short corbels. The first part of the thesis consists of a translation of technical text published by prof. J. Schlaich (E DIN 1045-1). In the second part of the thesis is the gained knowledge applied on assessment of existing industrial structure SUAS a.s. in Vřesová. For the analysis of short corbels is used the strut-and-tie model and the method of limitation of concrete compressive stress at the nodes of the strut-and-tie model. The thesis concludes with structural strengthening of nonconforming short corbels by using prestressed cables to ensure safe operation of the crane runway.
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Steel Structure of Factory
Jambor, Richard ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
The thesis deals with a design of the steel structure of the factory hall situated near the city of Brno. The hall has a rectangular shape with the dimensions of 42 x 18m and the saddle roof at the angle of 5% and the roof top 8m above the ground. The transverse bond consists of a truss girder with a span of 18m placed on the columns by joints. The columns are fixed in the transverse direction. The purlin is 6m long and it is placed on the truss by joints. The curtain wall is made of sandwich panels and the roof is composed of layers of a trapezoidal steel plate, isolation and roofing foil.
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