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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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Design of the selected parts of the concrete object
Hrvolová, Markéta ; Horák, David (referee) ; Švaříčková, Ivana (advisor)
The aim of the bachelor´s thesis is the static solution of the selected parts of the reinforced concrete object with drawing documentation included. Project describes the design and assessment of the monolitic slab structure and stairway slab by the first and second limit state. As the part of the thesis is the attachment describing the process of modeling the truss structure. For calculation of the internal forces was used software Scia Engineer.
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Concrete ceiling of apartment house
Michna, Ondřej ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
This bachelor thesis focuses on the design of semi-prefabricated reinforced concrete slab (filigree boards with monolithing) of residential building. Formwork drawings, drawings of the reinforcement and production drawing of the selected slab have been elaborated. During designing, the layout of masonry partitioning is respected. Assessment of the ceiling structure deformation with regard to its integrity is carried out. Furthermore, the comparison of the manual calculation and the finite element calculation is discussed.
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Ceiling slab over the corner windows
Tuchyňová, Andrea ; Zich, Miloš (referee) ; Strnad, Jiří (advisor)
This bachelor thesis concerns design of reinforced concrete ceiling slab with girder above the corner windows. The slab has rectangular floor plan with large opening in the middle. The slab is dimensioned to the ultimate limit state and serviceability limit state. The inner forces on the bar model were assessed by force method and were compared with inner forces on spatial model created in Scia Engineering programme.
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Reinforced concrete structure of an office buildings
Zralý, Tomáš ; Laníková, Ivana (referee) ; Šulák, Pavel (advisor)
The work is designed reinforced concrete slab. This is a typical floor of office building. The slab was calculated using the finite element method, computer program SCIA Engineer. The work includes: calculation using the program SCIA Engineer and its comparison with the simplified method, the design of reinforced slab, drawings form and reinforcement slab.
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Family house with business premises
Švadleňáková, Radka ; Mikulík, Jaroslav (referee) ; Daněk, Lukáš (advisor)
This thesis solves the design documentation of the house with business premises. Type of business premises is engineer´s office intended for one or two designers. The lot is situated in the urban area of the village Vlčnov. The lot is gently sloping. House is detached house with two floors. The second floor is an attic. The house is accessed from the local road. It is designed for a family of four or five members. The entrance to the house is located in the first floor. The business premises is in the first floor and it is in the back part of the house. The roof is made as gabled roof.
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Administration Building in Brno
Benda, Lukáš ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The bachelor thesis is aimed for design of monolithic reinforced concrete slab of residential building, elaboration of shape and drawings of reinforcement of selected structural element. The slab is situated over the first floor. Calculation of internal forces is made by software system SCIA Engineer. Results of internal forces are compared with results of simplified method. Another part of this document is about issues in calculating of locally supported slabs and is done comparison of results by ČSN EN 1992 and ČSN 73 1201. Finally I performed design of concrete double cantilever column.
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