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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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Reinforced concrete structure of a multifunction building
Mengler, Tomáš ; Strnad, Jiří (referee) ; Šulák, Pavel (advisor)
The bachelor´s thesis „Reinforce concrete structure of multifunction building“ is deal with design of a department store construction. The aim is evaluace the ultimate limit state of reinforced concrete slab over the first floor. The analysis of the locally supported slab is performed by software on principle MKP, was choosen Scia Engineer 2012 software. The method of the sum of the moments is verify values of internal forces. In addition, the slab is assesed for pushing through. The last part of static calculation is assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings
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Reinforced concrete frame construction
Hons, Filip ; Hasala, Ivo (referee) ; Šulák, Pavel (advisor)
Master´s thesis focuses on the design of monolithic reinforced concrete structures storey hose which consist of 2 underground and 6 floors. This project deals whit two different boards, board over ground floor and over second floor, as well as three pillars supporting board, separate staircase placed in a reinforced core, base plate. All calculations are done according to applicable standards, mainly according to ČSN EN 1992-1-1.
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Prestressed bridge No. 207 over the expressway R2 in Slovakia
Ježek, Rostislav ; Štefan, Petr (referee) ; Koláček, Jan (advisor)
In the diploma thesis “ Prestressed bridge No. 207 over the expressway R2 in Slovakia” three variants of solution of bridging are developed. The aim of diploma thesis is evaluation of the proposed options and implementation of detailed design of the supporting structure selected variant. The thesis includes consideration of state of construction. Option chamber bridge with inclined walls on three fields were chosen for detailed static analysis. This post-tensioned structure is assessed in accordance with applicable European standards. The analysis of the construction is performed by Scia Engineer 2013 software system. In addition, the ceiling structure is assessed for pushing through. Drawing and visualization is a part of diploma thesis.
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REINFORCED CONCRETE CONSTRUCTION OF CIVIL BUILDING
Hons, Filip ; Šimůnek,, Petr (referee) ; Šulák, Pavel (advisor)
The Bachelor´s thesis is focused on the design of monolithic reinforced concrete slabs supported locally over 2.NP civic building, which consists of 5 floors above ground and 2 underground floors. Further work is dealt, with monolithic staircase leading from the 2.NP to 3.NP and column located in 2.NP. All calculations are performed according to Eurocode 2 (EN 1992-1-1).
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Reinforced concrete skeleton construction
Ježek, Rostislav ; Matušíková, Anna (referee) ; Šulák, Pavel (advisor)
The bachelor thesis “Reinforced concrete skeleton construction” deals with the investigation of a department store supporting construction. The aim is to design and evaluate the ultimate limit state of reinforced concrete slabs over the first floor. The analysis of the locally supported slabs is performed by Scia Engineer 2012 software system. The method of the sum of the moments is used to verify the resulting values of internal forces. In addition, the ceiling structure is assessed for pushing through. A part of static calculation is the assessment of a reinforced concrete pillar and a foundation block. The work is accompanied by drawings.
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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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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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Prestressed bridge No. 207 over the expressway R2 in Slovakia
Ježek, Rostislav ; Štefan, Petr (referee) ; Koláček, Jan (advisor)
In the diploma thesis “ Prestressed bridge No. 207 over the expressway R2 in Slovakia” three variants of solution of bridging are developed. The aim of diploma thesis is evaluation of the proposed options and implementation of detailed design of the supporting structure selected variant. The thesis includes consideration of state of construction. Option chamber bridge with inclined walls on three fields were chosen for detailed static analysis. This post-tensioned structure is assessed in accordance with applicable European standards. The analysis of the construction is performed by Scia Engineer 2013 software system. In addition, the ceiling structure is assessed for pushing through. Drawing and visualization is a part of diploma thesis.
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Reinforced concrete frame construction
Hons, Filip ; Hasala, Ivo (referee) ; Šulák, Pavel (advisor)
Master´s thesis focuses on the design of monolithic reinforced concrete structures storey hose which consist of 2 underground and 6 floors. This project deals whit two different boards, board over ground floor and over second floor, as well as three pillars supporting board, separate staircase placed in a reinforced core, base plate. All calculations are done according to applicable standards, mainly according to ČSN EN 1992-1-1.
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