National Repository of Grey Literature 97 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
The building, Přístavní street, Praha 7
Degr, Luboš ; Sedlák, Radek (referee) ; Beneš, Petr (advisor)
The subject of this Diploma Thesis is newly built polyfunctional building in the Prague – Holešovice. Building land is slightly sloping. The building will be followed by the surrounding buildings. The building consists of seven floors. The floor underground technical spaces and collective garages. On the ground floor are two commercial spaces and reception. In the second to fifth floor are office space. The top floor is a penthouse with terraces. The building is designed as a monolithic reinforced concrete skeleton accompanied by a facade wall and the wall forming the core. The core consists of a elevator and a staircase. Floor slabs is continuous reinforced concrete slab with capitals. The façade of the building is divided by pilasters, stone cladding. Root at the penthouse is composed of a terrace with vegetation. Ground floor consists of shop windows with sun screens. All designs are in accordance to the valid ČSN code.
Design of strengthening of the concrete structure from 1928
Bažantová, Lenka ; Pinkas, Karel (referee) ; Klusáček, Ladislav (advisor)
The bachelor’s thesis is focused on assessment of the existing construction four-storey building. The supporting system consists of cast-in-place concrete frame. The aim of this work is to assess the support structure for the expected loading of the resulting change in use of buildings for residential or commercial purposes. The subjects of assesment are columns, beams, girders and floor slab. In another part of work is suggested by reinforcement of non-conforming elements. The work includes the development of stroctural analysis and reinforcement drawings of reconstructed elements.
Superstructure of the backpart of the family house
Jetmar, Ondřej ; Šulák,, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis accommodates a design of a slab made out of reinforced concrete. On one side, the slab overhangs the load-bearing mansonry. The thesis comprises two solutions. In the first solution, the overhung part of the slab is not supported while in the second solution is this part locally supported by pillars. The thesis contains two variants of the slab design and also evaluation of the results.
Load-bearing concrete structure of the residential building
Hejl, Zbyněk ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Master´s thesis is focused on the design and assessment of reinforced concrete load-bearing structure of a detached house. The supporting structure model is processed in SCIA Engineer. Selected reinforced concrete elements are assessed in accordance with ČSN EN 1992 - 1 -1. Part of the thesis is a technical report and drawings of the shape and reinforcement.
Monolithic concrete building at sewerage plant
Klimeš, Petr ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with design of monolithic concrete construction with a timber roof truss for a device of sewerage plant. This construction consists of these elements- strip foundation, walls with lintels, slab and timber trusses. This thesis contains static analysis of the component parts and their drawing documentation.
Sewage pumping station
Kustyánová, Orsolya ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
This thesis deals with the design and assessment of all supporting parts of a reinforced concrete sewage pumping station in the village Vrbice u Velkých Pavlovic. The main parts of the thesis are the technical report, static analysis, drawing documentations and visualisations. Calculation of internal forces was performed by the software Scia Engineer and verified by manual calculation. The drawing documentation consists of shape and reinforcement drawings of supporting parts.
Static solution of parking house
Rose, Dominik ; Koláček, Jan (referee) ; Zich, Miloš (advisor)
The bachelor's thesis is focused on the elaboration of a static solution of a parking house with four above-ground floors. Three variants are elaborated, one of which was elaborated in more detail. The proposed elements are the ceiling slab, the columns and staircase. The SCIA Engineer 20.0 program is used to calculate the internal forces. As part of the work, drawing documentation is also prepared. The structure is designed according to correctly valid standards.
Design of concrete structure of gym in Olomouc
Bohatec, Jiří ; Nečas, Radim (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the design and assessment of reinforced concrete slabs above the 1st floor in a gym in Olomouc. The proposal will be implemented in two versions, monolithic and pre-fabricated. The resulting design will be compared at the end. It is also proposed monolithic staircase. Ceiling plate will be assessed according to ČSN EN 1992 - 1 - 1.
Multifunctional Object - Analysis of Selected Parts
Martinek, Ivo ; Perla, Jan (referee) ; Švaříčková, Ivana (advisor)
This bachelor thesis deals with a structural analysis of a selected reinforced concrete structure part. The load-bearing frame and slab are both designed in the same way as simple two-dimensional models. Dead and live loads are taken into consideration following the exact project instructions. A finite element analysis software is then used for modelling and structural analysis and some internal forces are later verified using hand calculation. The final part of this thesis deals with reinforcement designing and structural drawings.
Design of the supporting structure of the elementary school
Vintrová, Tereza ; Huryta, Ladislav (referee) ; Zich, Miloš (advisor)
The diploma thesis deals with the design of the load-bearing structure of the main building of the primary school in the village of Hrušovany u Brna, followed by the assessment of selected parts of the structure. The building is designed as a monolithic skeleton based on foundation slabs, which, together with the basement walls, form a "white tank." The subsequent assessment focuses primarily on the foundation structures, walls, roof slab, selected columns, and the staircase. Computational models and the internal forces obtained from them were created using the SCIA Engineer software. The thesis includes a static calculation and drawing documentation. The thesis was conducted in accordance with applicable standards.

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