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Multifunctional object - analysis of substructures of the structure
Pelouch, Adam ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
This Bachelor thesis deals with design and evaluation local supported ceiling slab made from reinforcement concrete of polyfunctional building. The ceiling slab of the second floor was designing. Internal forces were analysed in RFEM software based on finite entity method with check of usability results by equivalent frame method. Structure was verified according to ultimate and serviceability limit states. Then the comparation of results of direct design method and finite entity method on simple slab 5X5 span.
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Reinforced concrete structure of a multifunction building
Mengler, Tomáš ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor´s thesis „Reinforce concrete structure of multifunction building“ is deal with design of a department store construction. The aim is evaluace the ultimate limit state of reinforced concrete slab over the first floor. The analysis of the locally supported slab is performed by software on principle MKP, was choosen Scia Engineer 2012 software. The method of the sum of the moments is verify values of internal forces. In addition, the slab is assesed for pushing through. The last part of static calculation is assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings
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Concrete flat slab supported by columns
Fárková, Karolína ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The aim of bachelor theses is to find out the internal forces on the point-supported reinforced concrete flat stab of a hospital buildingon the first floor.The analysis was performer using the following method: finite element method in Dlubal´s RFEM program, result were proved by the equivalent frame method. The structural assessment was performer according to ultimate and servicable limit states. The work also includes the desing of one column.
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Reinforced concrete structure parking House
Mazura, Marek ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis deals with design of structural system of selected parts of load-bearing structure of car park – common floor slab, selected columns, staircase. The Finite Element Method software is used to analyse the load-bearing structure, the results are verified by simlyfied hand-done calculation. The design of structures is done according to valid standards.
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Reinforced concrete structure
Zatloukal, Bohuslav ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
This bachelor project is focused on the design of monolithic reinforced concrete ceiling structure of the first floor of a hotel and creation design documents of the load-bearing elements. The load-bearig elements (ceiling slab, outer rib, column and core wall) are appraised according to ultimate limit state. For calculation of internal forces was used a software named RFEM and the internal forces were verified by simplified manual method. Assessment is done according to ČSN EN 1992-1-1.
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Reconstruction of the former industry building for flats
Kratochvílová, Martina ; Pěkník, Robin (referee) ; Klusáček, Ladislav (advisor)
This bachelor's thesis concerns with an analysis of existing ceiling concrete slab and design of locally supported monolithic reinforced concrete slab of fourth floor of Essler's textil factory in Brno and design of a typical column of the same floor. Design of ceiling concrete slab was accomplished in software SCIA Engineer, which uses finite element method and was verified by manual calculation using the method of cumulative moments. Column design was made by hand calculation. Design was made in accordance with applicable standards. The result is a reinforced slab and reinforced column.
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Reinforced concrete structure of a multifunction building
Borovec, Michael ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with the construction of a multifunctional building on four floors and one basement. In the basement will be located the warehouses, on the ground floor will be located offices and on the second, third and fourth floor will be located flats. The ceiling slab of the firts floor, staircase and column is designed. The ceiling slab is designed as reinforced concrete locally supported by columns, reinforced in both directions. Program SCIA Engineer 19.1 is used to calculate the internal forces. To varify the accuracy of the results is used manual calculation. The work includes drawings of the slab, staircase and column reinforcement. The bulding is designed according to ČSN EN 1992-1 1.
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