|
|
Cowhouse in Králíky
Nováček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis describes the structural design of the load bearing steel structure of cowhouse located in the municipality Králíky. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s a structure formed by the main frames at a distance of 5 m apart, which are placed in a rectangular plan of 30 x 60 m. As the main material of load bearing elements was used a steel S355. The specificity of the structure is location in a place with above average snow and wind loads. The couwhouse is intended for housing hundred and fifty cows. The work consists of a static calculation, which assessed individual cross sections and joints.
|
|
|
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.
|
|
|
Study of Precision of the Stability Analysis
Sotulář, Jiří ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The thesis deals with the precision of the stability analysis of the pressed member. The loss of stability of the bukling is determinate by using several metods, which are compared each other. The thesis is partitioned into three parts that works together. The first part deals with the theory of analysis of the buckling stability. Here is described the gradual solution of analytical analysis for real beam and here is described the final compared for ideal, imperfekt and real beam too. It is also short solved buckling by using software. In the second part is compared by using computing systems and anylitical analysis for several basic buckling systems. The results of the compared are summarised in the final graphs and tables for each solved element and systems. In the third part are designed and static checked load-bearing element of steel storage hall. The buckling beams are checked by using findings from the previous analysis.
|
|
|
Steel Structure of Multipurpose Hall
Vošček, Martin ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
Theme of this bachelor thesis is calculation and design of steel load bearing structure. The plan of the multipurpose hall is in rectangular shape with the width of 28m and length of 46m. The roof is in circular arch shape. Whole structure is designed from S355 steel. Structure is situated in Brno and is designed according the Eurocodes.
|
|
| |
|
|
The structure of the car showroom in Trutnov
Železná, Radka ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The subject of this bachelor's thesis is a propopsal and evaluation of the steel load-bearing structure of a car showroom in the area of city Trutnov. The plan dimensions of the structure are dodecagon 25m. The headroom is 6m. The car showroom is designet by piramidal roof. The main load-bearing structure is created by 10 cross-links. Polar coordinate of it is 30°. The distance of main collumns is 12m. Load-bearing structure of roof is created by lattice truss. General rigidity of the structure is provided by transverse wind braces and layout. Roof covering is made of roof panels laid directly on the purlins. The cladding is made of glass panels. In the back of structure is the sladding made by self-supported structure, which is not part of the thesis.
|
|
|
Stability problems study of framed structures
Piják, Jiří ; Vlk, Zbyněk (referee) ; Zídek, Rostislav (advisor)
In the first chapter the problem of ideal member, member with initial curvature and meaning of Euler’s critical force is regarded. Parameters of stability, mainly calculation of critical loading and buckling lengths, are studied in the second part. The same part contains comparison of results of computational programs and mechanical approach. Next attention is paid to imperfections, to possibilities of determination and comparison of results on a simple member. Comparison of possible judgements of buckling on a simple beam and on frames according to ČSN EN 1993-1-1 is performed on the final part.
|
|
|
Steel structure of multi-functional hall
Pisch, Jiří ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The subject of this bachelor´s thesis is to design steel structure multi – purpose hall in the town Studénka. The plan dimensions of the structure are rectangural 35 x 50 m. The height of the structure is 12 m. Hala is designed from steel frames of rolled sections. Hall has a gable roof. The hall is designed as a two – aisle. The span of the main aisle is 26 m and the side aisle serving as a background, is designed with the span of 9 m. Computational model design and proposal dimensions of the main building blocks was created in program Scia Engineer 2013. All the structure is made of steel of quality S355.
|
|
|
Comparison of alternatives house ceiling
Jarmara, Pavel ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
Main goal of this bachelor thesis is design, assesment and comparison of two variations on ceilling construction specifically between reinforced concrete slab and system from company Porotherm – beams and floor block Miako. Internar forces are calculated both in Scia Engineer 2013.1 and manually. Secondary goal consists in designing and assessing of reinforced concrete stairway. Drawn design of this suggested construction is included in this thesis.
|
|
|
Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
|
guest ::
