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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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Prestressed concrete slab of library
Slezák, Lukáš ; Perla, Jan (referee) ; Požár, Michal (advisor)
The diploma thesis deals with the design of the over-tensioned ceiling slab above the 1st floor of a two-story library building. It is a locally supported slab using prestressing. The analysis of internal forces is carried out by manual calculation using the method of sum moments and using the SCIA Engineer 22.0 calculation software, which uses the finite element method. The design is made according to the ČSN EN group of standards.
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Reinforced concrete slab supported on columns
Hadamíková, Karolína ; Strnad, Jiří (referee) ; Požár, Michal (advisor)
The bachelor thesis is focused on design and assessment point-supported slab on the lowest level of fourth-level storage to ultimate and serviceability limit state. Design of slab was created in software SCIA Engineer and followed by checking if it is right by manual calculation. This thesis contains a static calculation and technical drawings of typical column, foundation pad. At the end of structural assessment was calculated prefabricated staircase. All structures were proceeded according to the valid standard ČSN EN 1992-1-1.
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Static Analysis of Selected Parts of RC Building
Chalupová, Martina ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The aim of the diploma thesis is to design, structural check of rainforced elements. The slab, column, wall and staircase is desinged. The internal forces are obtained from Finite Element Method and are checked with the supplementary frame method. The design of elements is based on internal forces form FInite Element Method. Service limite state is check for the slab. All calculations were performed in accordance with valid standard.
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Residential Building
Šnobltová, Simona ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
The diploma thesis deals with the design of the load-bearing reinforced concrete structure of a new apartment building, which has four above-ground and one underground floor. First, the entire object was modeled in the Scia Engineer program, and then certain elements of the structure were selected, which were designed and assessed in more detail. A detailed analysis was carried out for two ceiling slabs (a slab above the underground floor and a slab of a typical floor), a pillar of the underground floor, a reinforced concrete staircase going from the first underground to the first above ground floor and a reinforced concrete basement wall.
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Design of the point supported slab of the house in Olomouc
Velešík, Marek ; Požár, Michal (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis is focused on the design of the point supported reinforced concrete slab of the apartment building on Litovelská street in Olomouc. The slab is situated above the ground floor. Static calculations are based on internal forces of the computational model created in software SCIA Engineer 17.01. The correctness of computational model was verified by the method of summary bending moments. The main focus of the thesis was design procedures and assessments of point supported slab according to Eurocode 2: Design of concrete structures – Part 1-1: General rules and rules for buildings (ČSN EN 1992-1-1). The control of the design of reinforcement was performed in software SCIA Engineer 17.01.
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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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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 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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Prestreesed concrete slab
Benčíková, Mária ; Kalenda, Jan (referee) ; Perla, Jan (advisor)
The diploma thesis deals with the design of a reinforced concrete floor structure above the 1st floor of a two-storey pavilion of a spa complex. It is a point-supported slab with the use of prestress. The design is converted with respect to the required fire resistance of structures. The analysis of internal forces is performed by manual calculation using the method of spare frames and using the computational software RFEM 5.23, which uses the finite element method. The design is made according to the group of standards ČSN EN.
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