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Reinforced concrete structure of a family house
Polák, Marek ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
The bachelor's thesis deals with the static design of two variant ceiling construction of family house and their economic comparison. Firs variant is reinforced concrete slab, and the other is half prefabricated ceiling HELUZ MIAKO. The thesis also deal with design and assessment foundation lane. Calculation of internal forces is made by software system SCIA Engineer and this results are compared with results of simplified method. Design, assessment and drawing documentation were made by the valid standards on these calculations.
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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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Prefabricated concrete structure
Šimon, Jan ; Šulák, Pavel (referee) ; Bažant, Zdeněk (advisor)
The master thesis is about a design of supporting structure of prefabricated skeleton hall. The major part of a design are an internal trasverse and longitudinal frames, which contents roof reinforce concrete truss, columns, beam and ceiling joists. All the load acting to the bearing structure is transferred to the prefabricate footing made of reinforce concrete. Other parts of the bulding are not solved in this thesis. The content of the thesis consists of an assembly drawing of parts of the skeleton and the static calculation according to the actual international standards. The output of each static calculation is drawing of a shape of part and its reinforcement.
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The load-bearing reinforced concrete structure of an administrative building
Kroček, Lukáš ; Šulák, Pavel (referee) ; Girgle, František (advisor)
The bachelor's thesis deals with the solution of the load-bearing reinforced concrete structure of an administrative building. In the first part of the work, the internal forces are determined by computer software, which are further used for dimensioning the locally supported ceiling slab above the 1st floor and the characteristic column. The accuracy of the calculation is confirmed by the method of frame cut-outs using the deformation method. The second part deals with the assessment of structures for the ultimate limit state in accordance with ČSN EN 1992-1-1. Finally, drawings of the shape and reinforcement of the ceiling slab and the characteristic column are processed.
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Spatial reinforced concrete frame of the industry object
Body, Roman ; Šulák, Pavel (referee) ; Šimůnek, Petr (advisor)
The aim of bachelor thesis is design and appraise the structure of the spatial reinforced concrete frame of the industry object founded on foundation slab. The structure is without the cladding. To the calculation of internal forces is used computing software Scia Engineer 2013.1. Roof slab, rung, beam and column are designed. Designed life of the structure is 50 years.
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Reinforced concrete structure
Kučerková, Kristýna ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
The bachelor thesis deals with the construction of a multifunctional building on three floors, where shops will be located on the ground floor and offices are designed on the second and third floors. The ceiling slab is designed as reinforced concrete locally supported by columns, reinforced in both directions. To calculate the internal forces used Scia Engineer 1.18. To verify the accuracy of the results was used manual calculation. In the work is solved board on first floor and inner column. The work includes drawings of the slab and column reinforcement. The building is designed according to ČSN EN.
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Ceiling concrete slab in an industrial building
Revayová, Veronika ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis is focused on the reinforced concrete slabs crosswise armed on a square plan. The supporting structure is made of reinforced concrete columns with massive bearers. It is a reinforced armoured concrete skeleton. The thesis solves various approaches to the computational models and their subsequent comparison. The hand-operated models with models with SCIA engineer 16.0 are compared in the work. The goal was to reinforce the slabs efficiently and determine the approximate variable load pressure that could be encountered during operation. Depending on the measured deflection, it is also important to find the reinforcement that might be present in these slabs. Other parts of the object are not concerned in this work.
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Load-bearing reinforced concrete construction
Klajba, Daniel ; Hasala, Ivo (referee) ; Šulák, Pavel (advisor)
The aim of diploma thesis is to design monolithic reinforced concrete underground structure, which is partly under existing building and partly will form the basis of a new outbuilding. Structure is designed as white tub, whitout any additional isolations against water a ground humidity. All structure elements (slabs, walls, beams) was designed according to standard ČSN EN 1992-1-1 for ultimate and serviceability limit state. Structural analysis was performed using Scia Engineer 2013 – Student version. The results were validated by simplyfied manual method.
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