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Reinforced concrete frame structure of multi-storey administrative building
Zdražilová, Pavlína ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
This diploma thesis deals with design and assessment of selected parts of the reinforced concrete frame of multi-storey administrative building according to the ultimate and serviceability limit state. The aim of this thesis was to design and assess the reinforced concrete structure of a slab above the first floor, one column, a foundation pad and a staircase. In addition to the static calculation, drawing documentation is included. Internal forces were obtained from the 3D model created in computational software Scia Engineer 16.1.
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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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Static solution of monolithic reinforced concrete structure
Tošenovjan, Marek ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.
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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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Concrete flat slab supported by columns
Macháček, Jan ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The aim of this bachelor’s thesis is a structural design of a reinforced concrete point-supported slab for the second floor construction of a hospital. Software RFEM was used for modeling of internal forces, the results were verified by equivalent frame method and moment coefficient method. According to the RFEM results a tension reinforcement and slab shear reinforcement were designed. The deflection was manually calculated. Afterwards, a reinforcement drawing was made. The calculations correspond with ČSN EN 1992-1-1 a ČSN 73 1201.
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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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