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Reinforced concrete and masonry bearing structure of a multi-storey building
Fojtek, František ; Laníková, Ivana (referee) ; Šimůnek, Petr (advisor)
The bachelor's thesis deals with the design and assessment of a load-bearing monolithic reinforced concrete structure of an administrative building. Specifically, it is a locally supported ceiling slab, the dominant feature of which is a circular opening with a diameter of two meters, an inner column and a staircase. The analysis of the structure was performed by the finite element method in the SCIA Engeneer 18.1 program and verified by the method of spare frames. The structure is designed and assessed according to ČSN EN 1992-1-1 and ČSN 73 1201.
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Apartment building – selected design elements
Doupovec, Vojtěch ; Požár, Michal (referee) ; Perla, Jan (advisor)
The first part of the bachelor's thesis deals with the design of selected load-bearing elements of an apartment building, it is a balcony console, a prefabricated staircase and a ceiling structure above a typical floor. The second part is devoted to the assessment of the masonry walls of the building. The output is drawings of the shape and reinforcement of these load-bearing elements. The calculations were performed using SCIA Engineer 19.1, IDEA StatiCa and Microsoft Excel. The drawing documentation was processed by CAD software AutoCAD 2018 with graphic superstructure RECOC.
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Comparison of tank variants from reinforced concrete and prestressed concrete
Matuška, Vojtěch ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The diploma thesis deals with design and comparison of variants of cast-in-place concrete sewage tank made from reinforced concrete and pre-stressed concrete. The layout of sewage tank is rectangular. The tank is in longitudinal way divided into two chambers. The tank is not roofed and is partialy embedded in the ground. The design for ultimate limit state and for service limit state is made for both variants. There is focus on generation and development of cracks in service limit state. For calcuation of internal forces is used model made in software SCIA Engineer, based on finite element method. The reinforced concrete and pre-stressed concrete versions are compared in last part in term of volumes of materials needed. Also there are proposed possible savings.
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Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Static analysis of reconstructed family house
Matuška, Vojtěch ; Koláček, Jan (referee) ; Strnad, Jiří (advisor)
The bacheor’s thesis deals with design of masonry and cast-in-place concrete constructions during reconstruction and adjustmnent of house. The main part of thesis is focused on design of cast-in-place concrete two-way floor slab. The thesis also deals with designing of cast-in-place concrete staircase and foundations and also masonry walls. The calculation was performed by SCIA Engineer software and verified by manual calculation.
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Design of precast concrete hall
Prášek, Martin ; Nováček, Jan (referee) ; Zich, Miloš (advisor)
Master’s thesis describes the structural design and static analysis of selected elements of prefabricated reinforced concrete industrial building, that will be used as storage hall. Purpose of thesis is elaboration of assembly drawings of the project documentation and drawings of formwork and reinforcement assembly of selected elements. Calculations were performed in computer programs for static analysis SCIA Engineer 16, IDEA StatiCa and FIN EC. Drawing were made in programs Allplan 2016 and AutoCad 2015.
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Load-bearing structure of mountain hotel
Kudličková, Jitka ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
Master’s thesis is based on analysis and design of a load bearing structure of an mountains hotel. Mountain hotel schould be realized in the village Vernirovice in Šumperk district. The proposed structure is formed 4th floors. In 1.NP is a restaurant, a sports and wellness center. In 2.NP in the right side is situated the swimming pool. In 2 to 4 floor are located rooms. This structure is supported with a strip footing made of reinforced concrete. The main load-bearing elements in the vertical direction are in 1.NP reinforced concrete walls and columns, the upper floors bearing masonry walls of ceramic blocks THERM. The inner support walls are 300 mm thick, outside support walls are 400 mm thick. Floors are constructed of carrying plates with girders above the larger openings. These plates and girders are made of reinforced concrete. In the 2 floor are beams with the span of 8,8 m. These girders are designed of prestressed concrete cause the large loads. Individual levels are connected with monolithic concrete staircases. Around the middle of the building is a monolithic reinforced concrete elevator shaft. The highest elevation above grade level is 16 m. The thesis also deals with relevant drawing documentations for chosen parts of construction.The building is located in the ski area VI and IV wind areas.
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The Showroom Structure in Jihlava
Stloukal, Radim ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The subject of this thesis is a structural design of a car showroom in municipality Jihlava. For this purpose two different concepts were developed. The main bearing system of the first consists of steel truss girder supported by single profile steel columns. The second idea, a structure with axial ground area 36,0 x 18,5-23,5 m , is made from glue laminated timber. The second mentioned concept was chosen for detailed calculation and documentation. The structure was modelled by 1D member while using Scia Engineer. Results obtained from the computer analysis were taken and main strutctural members were check by manual calculation.
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