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Service Hall Velké Meziříčí, Administrative Part
Dulák, Michal ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The aim of this bachelor thesis was the design of reinforced concrete cast-in-place horizontal structures about the first floor of three-storied building. Horizontal constructions are made of two-field continuous slab. In static calculation the following are designed and evaluated : ceiling slab, beam, angled slab, staircase, landing, column. Construction has been designed to fulfill functionality and economic point of view. Drawing documentation is a part of the thesis.
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Production Building in Brno - Řečkovice
Horut, Jakub ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The design of the monolithic reinforced concrete horizontal supporting structures on the first deck above of a three-storey building is the aim of this bachelor thesis. Horizontal supporting structures consist of continuous slab of three fields heralded by girders in the longitudinal direction. In the static calculation, there are the ceiling slab, one girder, two angled slabs of staircase and the landing designed and evaluated. Structure was designed to fulfill especially functionality and to be economical. The drawings are the part of the work.
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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.
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Reinforced concrete structure of a multistoried garage
Klajba, Daniel ; Švaříčková, Ivana (referee) ; Šulák, Pavel (advisor)
The aim of bachelors’s thesis is to design monolithic reinforced concrete ceiling structure of a typical storey of a multistoried garage. The supporting structure consists of a frame consisting of rungs, which are stored by beams and slab. Rungs are supported by columns. Reactions of the structure are transmitted to the foundation soil by footings. The design was made according to standard ČSN EN 1992-1-1 for ultimate limit state. Structural analysis was performed using Scia Engineer 2012 – Student version. The results were validated by simplyfied manual method. Structure was modeled using Scia Engineer 2012 also in 3D together with second option of ceiling structure – locally supported plate. Comparison between these two variants was made.
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Cast-in-place underground pumping station
Tejkal, David ; Zich, Miloš (referee) ; Strnad, Jiří (advisor)
The aim of this work was to design a monolithic gas station. Construction was divided to 3 stages: base plate concreting, wall of the tank and slab. All these parts are connected together. Design was centered on all of these parts and problems during concreting and using were solved too. It also includes drawings.
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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.
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Resistance of the roof structure loaded with photovoltaic panels
Holoubek, Jan ; Bažant,, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of the thesis is to verify the resistance of the roof structure loaded with photovoltaic panels. On the roof of industrial building of rectangular plan with dimensions of 26,5 x 24,5 m in Hlinsko, the investor decided to install photovoltaic panels. Preliminary diagnostic survey showed only flexural reinforcement in the field of all considered load-bearing elements. Bending strength was assessed by these structural elements: reinforced concrete slab, reinforced concrete beam, reinforced concrete grinder. Static calculation includes a minimum reinforcement of support and necessary shear reinforcement, which must be demonstrated by a detailed diagnostic survey. The structural analysis includes the assessment of reinforced concrete beam deflection after loading. All assessments were performed according to currently valid Eurocodes. The calculation showed that all supporting elements meet the bending resistance and deflection of the beam is smaller than the limit value laid down in the EC, so the roof of the hall can be loaded with photovoltaic panels.
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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.
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