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The design of reinforced concrete ceiling
Burda, Patrik ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor thesis is focused on the static solution of monolithic reinforced concrete continuous ceiling and a beam in a single family house. The entire structure of ceiling is designed of reinforced concrete. Software Dlubal RFEM is used to determine the effects of load. It works with the finite element method. Assessment of elements is according to the first limit state and also the second limit state. The thesis includes statics calculation, dimensioning of reinforcement, drawing of shape and reinforcement drawings of solved elements.
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Utilization of inverse reliability analysis tools for probability based design of selected structural parameters
Lipowczan, Martin ; Novák, Drahomír (referee) ; Lehký, David (advisor)
This bachelor thesis deals with the application of methodology and tools of inverse analysis in regards to probabilistic design of selected design parameters of structure. The first step was to get familiar with the probabilistic design and analysis, then understanding of the inverse analysis methodology itself which is based on artificial neural networks. After researching the topic we could get to the actual issue. To put the theory in practice easier examples were used at first. These were mathematical functions and one practical-based example, whereas the results were known in advance. This simplified a process of checking achieved values. Using software tools and especially DLNNET software allowed us to take on practical exercises. Used exercises are chosen from earlier undergraduate studies at the Faculty of Civil Engineering, Brno. The first of these was a design of reinforced concrete slab, where desired parameters were slab’s height and area of reinforcement. The second one was a design of a diagonal truss screw connection, aimed to size the screw diameter and its quantity.
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Administration Building
Fraňo, Peter ; Podroužková, Božena (referee) ; Jeneš, Rostislav (advisor)
The aim of the bachelor thesis is the projection and appraisal of the reinforced concrete floor slab above the first overground storey at the ultimate limit state I. To address the internal forces the computing software SCIA Engineer is used. The floor slab is supported by reinforced concrete columns. The thesis includes tha making of static calculations, shape drawing and drawings of the reinforcement.
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Static solution of monolithic reinforced concrete structure
Kunčík, Martin ; Švaříčková, Ivana (referee) ; Zlámal, Martin (advisor)
Bachelor´s thesis deals with statical solution of the office building structure. The subject of the solution is a reinforced concrete monolith- frame construction. It consists of a ceiling board, rungs, beams, columns and footings. Assessment of construction is carried out for all assessed elements considered for first limit state – carrying capacity and the rungs on the second limit state - usability.
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Sewage absorbing well
Kulla, Lukáš ; Perla, Jan (referee) ; Strnad, Jiří (advisor)
The aim of this bachelor’s thesis is to determine the loads acting on the waste shaft of given dimensions and design the reinforcemen. Then assess the ultimate limit state and servicesbility. When calculating internal forces are applied manual calculation, which is then verified tabular values and static program based on finite element method SCIA Engineer. The structure is designed to complies with all requirements of technical standards CSN EN.
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Reinforced concrete frame of office building
Osyková, Martina ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor thesis ,,Reinforced concrete frame of office building” deals with designing of selected elements of RC frame structure. Discussed elements are consist of beamed ceiling slab, beam, girder and frame column. Within above mentioned elements was carried out static analysis, design of reinforcement and reinforcement drawings. Analysis of internal forces was carried out with usage of the program Scia Engineer. 3D model of the whole object was created. The output accuracy was verified with help of 2D frame model, which was solved in the same program. Review of the results of the internal forces were carried out with help of manual calculation using the method of frame segments. Those elements were designed with consideration of ultimate limit state. Serviceability limit state assessment was carried out within the girder.
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Design of Monolithic RC Structure
Kuchař, Martin ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
The bachelor’s thesis describes the design of the load-bearing part of the reinforced monolithic frame concrete structure of the home for the elderly. The subject of assessment are the typical elements of the load-bearing skeleton in the 1st floor: frame rung PS, beam T5, column SR3a and the ceiling plate above the first floor. The assessment is made for ultimate limit states, moreover for frame rung PS the deflection control is provided, too.
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Design of reinforced concrete slab in the store
Skoupá, Karolina ; Strnad, Jiří (referee) ; Koláček, Jan (advisor)
Bachelor thesis deals with the design and assessment of reinforced concrete slabs in store. The aim of this study was to develop and evaluate locally supported floor slab at the ultimate limit state and serviceability. The work includes structural analysis, design shape reinforcement drawing, data from computational substrate.
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Static analysis of clarified tank structure
Kika, Aleš ; Vlk, Zbyněk (referee) ; Hradil, Petr (advisor)
The aim of bachelor thesis was to perform static analysis of the retention tank. It was created a computational model of the construction in program ANSYS, defined all load cases, and their combinations. At the end of thesis, some components of the tank were designed and evaluated for ultimate limit state and service limit state.
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