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Reinforced concrete flat slab with column head
Herold, Jakub ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
The theme of bachelor´s thesis is a concerns is static design of locally supported monolithic reinforced concrete slab with column head of underground garages at the lowest floor of the shopping center and static design of a typical column on the same floor. The design of the ceiling slab is done using software SCIA Engineer and the check is done by manual calculation using the method of cumulative moments. Column design was done by manual calculation. The design was followed according to the valid European standards ČSN EN 1992-1-1 and ČSN 73 1201. The result of the work is static design of the ceiling and renforced column and drawing documentation.
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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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Prefabricated reinforced concrete hall of the shipping centre
Mejvald, Martin ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The subject of the master thesis is the design of a reinforced concrete prefabricated hall for an expedition centre. It is a one-storey hall with a two-storey extension for administration. The proposed structure has a rectangular plan with dimensions of 78,0 × 48,0 m and a height of 13 m. A column system is chosen as the supporting structural system. In the middle row of columns, every second column is skipped to create more space for storage inside the hall, so it is a two-column hall. The building is roofed with a pre-stressed gable truss which is supported on columns and trusses. The administrative part is roofed with SPIROLL ceiling panels. The whole structure is reinforced with longitudinal and transverse concrete stiffeners, the rigidity of the structure is also ensured by steel stiffeners. The structure was modelled in SCIA Engineer, the global model was used to determine the internal forces on the individual elements of the structure. The assessment of the elements was carried out by manual calculation, in the calculation program IDEA Statica and FIN EC. The drawings were created in Tekla Structures and Cadkon+ 2023. The selected load-bearing elements of the hall structure will be addressed in the thesis.
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Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
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Static solution of garage floor slab
Sitta, Martin ; Požár, Michal (referee) ; Zich, Miloš (advisor)
This thesis presents the design and evaluation of a monolithic reinforced concrete slab, which is point-supported by columns with column heads. There were made two designs of this slab, one without column heads and the second was made with column heads. The simplified static calculation by hand and its results were compared with results from computer FEM software.
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Conversion of a historic building for recreational purposes
Kašáková, Kristína ; Požár, Michal (referee) ; Strnad, Jiří (advisor)
The aim of the bachelor thesis is to assess selected parts of the construction of a historic building. The work consists of a diagnostic and design part. The diagnostic part focuses on the object measurement and mortar and steel strength performance testing . The measured data and load-bearing walls in the 1st floor and 2nd floor above-ground and the vault above the 1st above-ground floor are processed in the projection part. The output of the work are object drawings, performed tests protocols and static calculations of the structure.
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Extension of School
Jirčík, Jakub ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The content of the thesis is a static design of the supporting parts of the extension of the textbook pavilion of the elementary school in Mirošov. The proposed building is a four-storey reinforced concrete monolithic column construction. The ceilings above the first three floors are designed as cross-reinforced slabs with internal girders. The roof slab consists of a monolithic slab with additionally prestressed beams. The internal forces were calculated using SCIA Engeneer 19.0 and these values were subsequently verified by manual calculation. The design followed the applicable European standards. The result of the work is a static assessment of the object and corresponding drawing documentation.
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Design of load-bearing structures of residential building in Prague
Cetkovský, Jan ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
The diploma thesis is aimed for design of load-bearing structures of residental building. The designed parts of building are reinforced concrete two way slab with lintels above 1th floor, reinforced concrete two way cantivelered slab above ground floor, reinforced concrete point-supported slab below ground floor, reinforced concrete columns in basement, reinforced concrete staircase in basement and static check of loadbearing walls in ground floor. The thesis contains static design, which is provided in calculated software RFEM Dlubal 5.07. The result of static design is drawing documentation of these calculated elements.
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Multifunctional Building
Velecký, Tomáš ; Hrubý, Tomáš (referee) ; Požár, Michal (advisor)
This diploma thesis is focused on design cast-in-place reinforced concrete structure multi-storey multifunctional building according to the source material. Specifically, foundation slab and external wall in B1 taking into account the waterproofness of the construction. Then staircase, column in lowest storey and two floor slab are designed as selected load-bearing structure. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the diploma thesis are drawn drawings of the shapes and reinforcement.
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