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Static solution of monolithic reinforced concrete structure
Tošenovjan, Marek ; Šulák, Pavel (referee) ; Zlámal, Martin (advisor)
The diploma thesis describes structural design of selected elements of monolitic reinforced concrete seven-storey building. Structure is designed as a combined reinforced concrete frame with shear walls and core. The main point of structural analysis is design of locally supported RC slab above the 2ND basement floor, column on the 2ND basement floor, piles and analysis of foundation of building and its influence of support stiffness on connected load-bearing structures.
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Reinforced concrete structure of apartment building
Zápotočný, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The main subject of this bachelor thesis is focused on the design of reinforced concrete locally supported slab of a apartment building. Another part includes the design of a one selected column and stairway. The slab is located on the second floor and column on the first floor. Calculation of the internal forces is is created at computer software system Scia Engineer 17.1. The Results of the software are compared with the result of the simplified manual method. The calculation method is based on ČSN EN 1992-1-1.
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REINFORCED CONCRETE TANK
Beran, Jakub ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
The aim of the bachelor thesis is a static design of an reinforcement tank. The internal forces are calculated by FEM programme Scia Engineer 16.1 with a SOILIN modul interacting with a subsoil model. The internal forces are verified by a manual calculation. The load-bearing elements are designed with these forces. The structural assessment report is designed to ultimate limit state and service limite state – service limit state of crack. Another report considers ground water occurring. The static report deals with different time of concreting foundation slab and walls. This is the reason why shrinkage is very important for internal forces and their values. The objective of the project is to design the tank without cracks in concrete. The limit width of cracks is wk= 0,3 mm by EC 1992-1-1.
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Precast concrete frame construction
Hubačková, Pavlína ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
Diploma thesis focuses on the design of selected parts of precast concrete frame construction. Elements for design are prestressed girder, purlin, column, footing pocket and drilled pile. The calculation of internal forces was performed in a computational program SCIA Engineer 18. Check of the pile was performed in program GEO 5. Part of the thesis is a technical report and formworks drawing and reinforcement drawing. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
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Design of reinforced concrete structurs of shopping center
Podepřel, Petr ; Šulák, Pavel (referee) ; Požár, Michal (advisor)
The bachelor thesis deals with the design of the locally underpinned, monolithic, reinforced concrete ceiling plate of the lowest floor of a multi-storey shopping centre, with the design of a typical column on the same floor as well as with the column foot under that column. Furthermore, the solution of the assembled staircase has been made. The design of the ceiling plate is done by using the Scia Engineer programme and the check is done by manual calculation using the sum moments method. The design of the column, column foot and the staircase is done by manual calculation. The design was proceeded according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of this work is the static design of the ceiling plate reinforcement, the column, the column foot, the assembled staircase and the drawing documentation.
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Concrete slab of family house
Sivčák, Jozef ; Šulák, Pavel (referee) ; Strnad, Jiří (advisor)
The main aim of Bachelor thesis is design and assessment of detached house´s reinforced concrete slab. The ground plan of slab is bent under rake angle 120° and there is a hole for staircase. Internal forces are calculated by finite element method and verified by replacement beam method, but the model for manual design is simplified. Reinforcement is designed for design values of internal forces from finite element method. Outcomes of calculations are building drawings of reinforcement, where the most exposed part, angled part, is solved. Also, tangential internal forces from bended reinforcement in every layer are solved there. Design and calculations were realized by current norms.
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Design and Review of Locally Supported Ceiling Plates
Tesař, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
The paper is focused solutions locally supported reinforced concrete floor slab above 1.NP. To solve internal forces used finite element. Results of the finite element method will be compared with results from the simplified calculation methods. Dimensioning construction will be carried out according to ČSN-EN 1992-1-1 for ultimate limit state. It will be constructed model design, structural analysis, design documentation and accompanying Report.
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Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
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Structure of the multi-storey of reinforced concrete building
Lochman, Ondřej ; Toušek, Michal (referee) ; Šulák, Pavel (advisor)
The Master´s thesis subject is a design and an estimation of the load-bearing structure of a multi-storeyed building. The structure has a miscellaneous ground-plan shape consisting of three rectangular tracts and it is placed in the building basement under the ground level. The load-bearing structure involves walls and a floor slab which rises up vertically closer to the ground level in the central tract. Among further components being solved belong stairs, basement slab and beam. The load-bearing structure is solved monolithically as steel concrete component.
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