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Concrete flat slab supported by columns
Achillesová, Jana ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of the bachelor thesis is to find out the internal forces on the point-supported reinforced concrete flat slab that is located above the underground garages of the department store. The methods used for the analysis were moment coefficient method, replacement frame method and Finite Element Method in the Dlubal RFEM program. Draft and appraisal of one column are also part of the thesis.
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Administrative object - Brno,Medlánky
Doležal, Filip ; Klvaňa, Jiří (referee) ; Eliáš, Luboš (advisor)
The purpose of this diploma thesis is the processing of the project documentation of an office building. The structure is designed as a detached building with five floors and with one basement. A garage for 10 cars is situated in the basement and there is office space located on the floors. The structural system of the building is reinforced concrete skeleton. Exterior building envelope si made of glazed curtain wall. The roof of the building is flat.
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Concrete flat slab of parking house roof
Pivodová, Alena ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The bachelor's thesis deals with the analysis of the internal forces of the point-supported cast-in-place reinforced slab. The slab is located between three apartment buildings and serves as roofing garage, the roof is proposed as green walkable flat roof. The replacement frame method and Finite Element Method was used for the analysis. Computational software Dlubal RFEM 5.07 was used to calculate internal forces. The slab is designed by two structural types. The thesis deals with design and check one of the types and one column.
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Design Analysis of the Flat Slab
Chalupová, Martina ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The aim of the Bachelor thesis is to design, structural check and price comparison of reinforced concrete point-supported slab. The design of slab is processed in three options. Every option of the slab has another thickness. The internal forces are obtained from Finite Element Method and are checked with summation of moments method. The design of slabs is based on internal forces form FInite Element Method. I determined total amount and price of reinforcement and total amount and price of concrete. I comapared price of slabs and chose the best one. The best option was developed in greater detail. Reinforcement drawing was made for the best option of point-supported slab. All calculations were performed in accordance with valid standard.
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Concrete flat slab of bathhouse
Novotný, Tomáš ; Koláček, Jan (referee) ; Perla, Jan (advisor)
The topic of this thesis is concrete flat slab of bathhouse. In the first part the thesis deals with the influence of different types of support and models on the size of bending and torsional moments and on the deflection connected with the moments. The second part addresses the reinforcement design of the slab, lintel and column. Subsequently the serviceability limit state of the slab is assessed.
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Design of load-bearing structures of residential building in Prague
Cetkovský, Jan ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
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Reinforced concrete structure of a administrative building
Mazura, Marek ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
The subject of bachelor‘s thesis is to design and assess point-supported reinforced concrete slab. It is a floor slab above the 1st floor of a typical floor of an office building, which is designed as a four-storey. The shape in plan of the slab is a hexagon, so that the columns are not arranged regularly. The structural design was performed in Scia Engineer Finite Element Method and verified by simplified methods. The output of this work is drawings of shape and reinforcement of reinforced concrete slab.
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Bus Station - Design of Selected Parts of RC Structures
Krejčí, Stanislav ; Šimůnek, Petr (referee) ; Švaříčková, Ivana (advisor)
The aim of the bachelor thesis is to design and to assess the cast-in-place reinforced concrete slab with supporting beam above the second floor and cast-in-place reinforced concrete staircase on the first floor in the building of bus station located in Český Krumlov. The structure of slab was designed in two versions according to considering different structural system of the building. Then, there was made comparison between them.As the next step,the staircase was assessed for deflection of the original structure. FEM computational software of Scia Engineer 2015 was chosen to model the structure and to obtain the internal forces.The outputs of software were verified by manual simplified methods.The proposal and assessment of the selected parts of the reinforced structure was made by limit state design.The bachelor thesis contains of static analysis , reinforcement drawings of selected parts.
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Design and review of selected items of reinforced concrete structure
Leitner, Ivan ; Švaříčková, Ivana (referee) ; Šimůnek, Petr (advisor)
The Bachelor thesis is dealing with the design and assesment of bearing reinforced concrete slab of office building. The ceiling slab is located above the 1st floor. Internal forces were calculated by software Scia Engineer and the results are compared with manual method - Equivalent frame method. The next part of bachelor thesis is the assessment of slab to punching effect and design of the corner column using the interaction diagram. Finally it is performed design of reinforced concrete staircase.
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Design of the building concrete structure
Kurpel, Juraj ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The aim of this thesis is to design a load-bearing structure for the ultimate and serviceability limit state of a civil building. The structure is designed as a cast-in-place concrete structure, composed of columns and floor slabs. The building has total of 5 floors, two are under-ground and three above-ground. The thesis contents of a structural design and design options, structural design report for load-bearing elements, processing of the drawings, details, visualizations. Internal forces calculation is carried out in SCIA Engineer and validated by the moment accumulation method for slabs. The columns are assessed by interaction diagrams, one is verified by hand calculation. The resulting internal forces are taken from the computational programme. Foundations are not subject for solution.
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