National Repository of Grey Literature 136 records found  beginprevious127 - 136  jump to record: Search took 0.01 seconds. 
Reinforced concrete structure
Zdražilová, Pavlína ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
This bachelor thesis deals with design and assessment of chosen parts of load-bearing reinforced concrete cast-in-place structure of a department store. The aim of this thesis is to design and assess the reinforced concrete structure of a slab above first floor and one column. Scia Engineer 14 computational software was chosen to model the structure and to obtain the international forces. The structure is designed according to ČSN EN.
Static solution of monolithic reinforced concrete structure
Kabrhelová, Eliška ; Laníková, Ivana (referee) ; Zlámal, Martin (advisor)
The work is focused on the design and assessment of ceiling slab multipurpose building. It is also considered the most stressed column under the slab. Model reinforced concrete structure is created in RFEM. Slab and column are assessed in accordance with ČSN EN 1992-1-1, punching shear ceiling slab are assessed in accordance with DIN 1045-1 and the company´s HALFEN HDB program.
Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
Analysis of behaviour of reinforced concrete slab
Kubínek, Michal ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
Bachelor thesis describes the analysis of behavior of existing reinforced concrete slab, locally supprorted, ceiling in hospital including 2nd limit state. Calculation od internal forces was made by computer program SCIA Engineer. Several models were made, model with best behavior due to real construction was used for dimensioning. Each model was compared with manual calculation by equivalent frame analysis. After finding inconvenient deflection, especially due to connected construction, new design was made. Thickness of slab was increased and new design of reinforcement was made. New construction was verified for both limit states.
Reinforced concrete structure of a multi-storey garage
Schmeidler, Radek ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The bachelor’s thesis deals with the design and assessement of monolithic reinforced concrete structure of a multi-storey garage – with locally supported slab, ramp and beam. Structural analysis was performed for the ultimate limit state. The analysis was performed by SCIA Engineer 2012. The results were validated by the method of summation moments.
Reinforced concrete structure of a multifunction building
Kozumplík, Lukáš ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
The bachelor project is focused on the design of monolithic reinforced concrete ceiling slab of typical floor of a multifunctional building. Calculation of internal forces is carried out in computer software SCIA Engineer. Verification of calculation of internal forces is via simplified manual method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1)
Reinforced concrete ceiling of restaurant
Břeňová, Marie ; Šimůnek, Petr (referee) ; Laníková, Ivana (advisor)
The work focuses on the design and assessment of selected structural elements of one overground floor monolithic concrete structures. All calculations are done in accordance with Eurocode 2.
Reinforced concrete structure of an office buildings
Přikryl, Martin ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
The bachelor project is focused on the design of monolithic reinforced concrete ceiling slab of typical floor of an administrative building. Calculation of internal forces is carried out in a computer software SCIA Engineer with manual verification using the simplifield method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
Administration Building in Brno
Kurpel, Juraj ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The aim of this thesis is a design of a reinforced concrete Flat Plate Slab of an office building up to the limit state of it's ultimate limit state. The content of this work is a static calculation of the slab, and to work up a drawing documentation and details. Calculation of internal forces is implemented in SCIA Engineer and verified using the summation of moments method. The slab is located above the first floor. The work also includes review of the internal column.
Reinforced concrete structure of a department store
Kovalíková, Mária ; Kostiha, Vojtěch (referee) ; Šulák, Pavel (advisor)
This thesis handles the design and assessment of reinforced concrete slabs store, especially the bending and punching, discusses the design cantilever beam. Input values of internal forces based on the calculation of Scia Engineer 2012 - Student version and are verified by summation of moments.

National Repository of Grey Literature : 136 records found   beginprevious127 - 136  jump to record:
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