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Design of a Sports Hall
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the diploma's thesis is to design selectedelements of sports hall. It is a single-storey object, where the main structural system consists of a frame of columns and prestressed girder. Design of elements is done according to limit states. To determine the effects of internal forces is used computational software Scia Engineer 2008.Outputs from computational software are compared with simplified manual calculation. There’s performed assessment and reinforcement of selected elements. For each element are drawn production drawings and reinforcement drawings. There are also prepared drawings of parts of construction and foundation drawing. Design and evaluation is conducted according to valid standards. The proposed design meets the requirements according to the ultimate and serviceability limit state.
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Reinforced concrete ceiling of house
Stloukal, Štěpán ; Šulák, Pavel (referee) ; Laníková, Ivana (advisor)
The bachelor’s thesis is focused on the design and assessment of monolithic reinforced concrete ceiling of house. Calculation of internal forces is carried out in a computer software SCIA Engineer with manual verification using the simplifield method. Assessment is done according to Eurocode 2 (ČSN EN 1992-1-1).
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Reinforced concrete structure
Malecha, Tomáš ; Šimůnek, Petr (referee) ; Šulák, Pavel (advisor)
This bachelor‘s thesis includes structural analysis and check of reinforced concrete, cast-in-place construction of a building for parking. Here is solved locally supported floor slab above first above ground floor. Structural analysis was solved by program Scia Engineer 14 and checked by manual calculation. Next step was dimensioning for ultimate limit state, concretely for bending moment, punching and for serviceability limit state, concretely for limitation of cracks. For this bachelor’s thesis were made drawings based on calculated results.
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Frame reinforced concrete structure
Kalinová, Kristýna ; Perla, Jan (referee) ; Požár, Michal (advisor)
The aim of this bachelor thesis was design a part of a load-bearing cast-in-place reinforced concreate structure of the warehouse building. The load-bearing structure was designed of transversely oriented multi-storey frame. Floor structure consists of a continuous slab and secondary beams placed on the primary beams of the frames. The shape and reinforcement of the continuous slab, secondary beams, primery beam, column and pile cap was designed. Appropriate drawing documentation has been created for the proposed load-bearing elements.
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Part of load-bearing structure of multipurpose building
Anděl, Martin ; Jeneš, Rostislav (referee) ; Terzijski, Ivailo (advisor)
The aim of this project was to design a part of a load-bearing structure of a multipurpose bulding. The load-bearing structure was designed of transversely oriented monolithic reinforced concrete multi-storey frames. These frames are in each storey connected by a continuous floor slab. Both design and relevant drawing documentation of a continuous floor slab, beam, column and a column footing was made in this project.
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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 waste water tank
Konečný, Vlastimil ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Aim of the bachelor's thesis is to design reinforcement for waste water tank. Another part of task is to do examine for limit state of cracks. Tank is examined for Capacity limit state and Applicability limit state - Limit state of cracks. To determine the effects of internal forces is used calculation software Scia Engineer 2011.1. Calculation is performed by two methods. The first method is to assign subsoil with manual calculation and the second one is to assign subsoil layers with module Soilin which generates loads and another parameters. Outputs from the methods of calculation were used for comparison of results and design reinforcement for Capacity limit state and Applicability limit state. According to Applicability limit state – Limit state of cracks is prescribed limitation of cracks width to limit width wk = 0,2 mm by EC 1992-1-1.
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Reconstruction of the Family House
Vitálišová, Barbora ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Bachelor thesis is focused on the reconstruction of an old-brick building, from around 1950. The vertical structural framework was made of solid clay bricks and horizontal support system was constructed of reinforced concrete. Reconstruction was made upon a ceiling of the second floor,to which there were designed new, monolithic coupled ceiling. The object of this bachelor thesis was a design and an estimation of the original reinforced concrete slab, a design of a new monolitic coupled slab and backing of original slab by CFRP carbon strap.
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Administration Building
Luža, Radim ; Šulák, Pavel (referee) ; Jeneš, Rostislav (advisor)
This bachelor’s thesis deals with the static analysis and assessment of reinforced concrete floor slab above the first ground floor of the administrative building. The ceiling structure consists of a monolithic floor slab, locally supported. The Static analysis was carried out using a programme called Scia Engineer 14. The verification of the calculation was done by the same software, but with two perpendicular frames instead of a modeled plate. Subsequently, we could define the limit state of the dimensioning capacity. The investigation of the ultimate limit state was mainly about bending moments and embossing. Further to It was also carried out assessment of the second limit state, so usability. The second limit state investigations was mainly about limitation of cracks. The drawing documentation was based on the static analysis and advice to single limit states, including a lower and upper reinforcer and extrusion.
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