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Design of the floor structure in block of flats
Rejnart, Michal ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
This bachelor thesis deals with design of floor structure of residental building. Load-bearing structure is checked for the Ultimate Limit State and Service Limit State. This structure is designed like a two way slab on linear support. The report contains detailed description of structural system with used building materials. There are terms for technological process of designed structure in this section. The structural design report contains assessment process of designed structure and scored results.
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Design of the building concrete structure
Kurpel, Juraj ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The aim of this thesis is to design a load-bearing structure for the ultimate and serviceability limit state of a civil building. The structure is designed as a cast-in-place concrete structure, composed of columns and floor slabs. The building has total of 5 floors, two are under-ground and three above-ground. The thesis contents of a structural design and design options, structural design report for load-bearing elements, processing of the drawings, details, visualizations. Internal forces calculation is carried out in SCIA Engineer and validated by the moment accumulation method for slabs. The columns are assessed by interaction diagrams, one is verified by hand calculation. The resulting internal forces are taken from the computational programme. Foundations are not subject for solution.
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The assessment of existing industry hall structure
Hamrlík, Martin ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The bachelor's thesis is focused on an assessment of existing industry hall structure of a rectangular floor plan. The supporting system design consists of a precast reinforced concrete skeleton. The aim of this work is to determine the structure of the expected loading of a new crane runway. The subjects of assesment are columns, girder of crane runway, short corbel and concrete foot. In other part of the project is designed reinforcement nonconforming elements. The work includes the development od structural analysis, drawing of hall structure and reinforcement drawings of reconstructed elements.
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Design of the circle concrete tank
Šimek, Ondřej ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The diploma‘s thesis deals with the design and assessment of prestressed cocrete tank of biogas station at ultimate limit state and also at serviceability limit state, according to ČSN EN 1992-1-1: Design of concrete structures. Specifically, the design of wall of the tank and foundation slab. The text part contains general information on the desing of the structure, static idealization of the structure, type of load and method for calculation of inner forces. Attachments contain drawing documentation and structural analysis, which completes the text part and solves in detail said structure.
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Design of the prestressed ceeling structure
Pírková, Barbora ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
This bachelor’s thesis deals with the design and the solution of a prestressed ceiling structure of a building. The preliminary design is established using the method of balancing the equivalent load which is limited by choice of the average normal stress and the method of a surface of feasible prestress. The aim of this thesis is to assess whether such proposed prestressed slab meets the limit states of usability and load capacity and ultimate assessment of the feasibility of the design of this type of construction.
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The prestressed floor construction of the shopping centre
Miechová, Zuzana ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The aim of the Master´s thesis is to design the prestressed floor construction of the shopping centre. The construction is supported by the columns with the maximal span dimensions 16,0*16,6 m. The design is made according to the VSL (VSL International Ltd.)slab system - post-tensioned slab prestressed by the unbonded system of 4 monostrand units. In the thesis there is also made a simplified design of the reinforced concrete floor construction supported with the bigger amount of the columns. It is made a comparison of the both types of the floor slabs and the evaluation of their advantages and disadvantages. The statical analysis and the calculation of the internal forces is assessed by the program Nexis 3.60.15 32.
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Design of the circle concrete tank
Šimek, Ondřej ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
The diploma‘s thesis deals with the design and assessment of prestressed cocrete tank of biogas station at ultimate limit state and also at serviceability limit state, according to ČSN EN 1992-1-1: Design of concrete structures. Specifically, the design of wall of the tank and foundation slab. The text part contains general information on the desing of the structure, static idealization of the structure, type of load and method for calculation of inner forces. Attachments contain drawing documentation and structural analysis, which completes the text part and solves in detail said structure.
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Design of the floor structure in block of flats
Rejnart, Michal ; Chalabala, Jiří (referee) ; Klusáček, Ladislav (advisor)
This bachelor thesis deals with design of floor structure of residental building. Load-bearing structure is checked for the Ultimate Limit State and Service Limit State. This structure is designed like a two way slab on linear support. The report contains detailed description of structural system with used building materials. There are terms for technological process of designed structure in this section. The structural design report contains assessment process of designed structure and scored results.
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