National Repository of Grey Literature 22 records found  beginprevious21 - 22  jump to record: Search took 0.00 seconds. 
Multifunktional Building Brno
Míčová, Markéta ; Drobníček, Ladislav (referee) ; Menšíková, Naděžda (advisor) ; Krupicová, Jana (advisor)
This bachelor thesis is based on school studios project of residential buildings. It develops architectural study of multifunctional building on Milady Horakove street in Brno - Zabovresky. At present there is a single-storey building of city police with a gym, which are designed to be demolished for the new building. The building follows street terraced houses and its height of 22,3 metres does not affect the surroundings. It is situated on the northern propety line on the edge of the street line. The building has 7 above ground floors and 1 underground floor. On the ground floor there is a commercial space of business, cafe and a closeable pavement to the courtyard. In the southern part of the site there is designed a new garden with a playground and a terrace for cafe. The 2nd to 4th floors are designed for administrative part, the 5th to 7th floors for habitation – 3+1 and one-room flats. In the basement there are storage spaces and technical facilities of the house. Parking is provided by leaseable garage spaces in the underground of IBC department store in the courtyard. The building is a reinforced concrete monolith with single shell casting that has a monotube flat roof. This is a combined structural system with local loadings into reinforced concrete pillars with beams and two bearing perimeter walls. Fundamentals are based on two perimeter walls and strip foundations combined with waterproof concrete piles.
Reinforced concrete skeleton construction
Ježek, Rostislav ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
The bachelor thesis “Reinforced concrete skeleton construction” deals with the investigation of a department store supporting construction. The aim is to design and evaluate the ultimate limit state of reinforced concrete slabs over the first floor. The analysis of the locally supported slabs is performed by Scia Engineer 2012 software system. The method of the sum of the moments is used to verify the resulting values of internal forces. In addition, the ceiling structure is assessed for pushing through. A part of static calculation is the assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings.

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