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Reinforced concrete structure
Hubačková, Pavlína ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
My bachelor thesis focuses on the design of selected parts of monolithic reinforced concrete structures of a department store. Elements for design are locally supported ceiling sab, column and foundation pad. The calculation of internal forces was performed in a computational program SCIA Engineer 17. The Results of the software are compared with the result of the simplified manual method. The settlement of foundation was performer in program GEO 5. A graphical documentation of selected elements is also a part of the thesis. The construction is designed and assessed according to ČSN EN 1992 - 1 - 1.
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Load-bearing Structure of Hospital Pavilion
Hůrka, Jiří ; Jeneš, Rostislav (referee) ; Terzijski, Ivailo (advisor)
The thesis is focused on the design and assessment of selected elements of load-bearing structure of hospital pavilion. This pavilion consisted of board frame with additionally lined self-supporting perimeter cover. Selected elements of the structure are locally supported slab, columns, foundation pad and staircase . Computational model was assembled of the software RFEM5. Internal forces locally supported slab were verified by manual calculation. The design documentation consist of engineering report, structural analysis and shape and reinforcements drawings of selected structural elements.
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REINFORCED CONCRETE TANK
Beran, Jakub ; Jeneš, Rostislav (referee) ; Šulák, Pavel (advisor)
The aim of the bachelor thesis is a static design of an reinforcement tank. The internal forces are calculated by FEM programme Scia Engineer 16.1 with a SOILIN modul interacting with a subsoil model. The internal forces are verified by a manual calculation. The load-bearing elements are designed with these forces. The structural assessment report is designed to ultimate limit state and service limite state – service limit state of crack. Another report considers ground water occurring. The static report deals with different time of concreting foundation slab and walls. This is the reason why shrinkage is very important for internal forces and their values. The objective of the project is to design the tank without cracks in concrete. The limit width of cracks is wk= 0,3 mm by EC 1992-1-1.
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Guest House in Brno
Budina, Martin ; jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The purpose of this thesis is to present the static design of chosen parts of the supporting structure of Guest House in Brno. Part of the building is located below ground level, therefore the supporting structure is made of monolithic reinforced concrete frames holding the reinforced concrete slab. Above ground level the supporting structure is made of masonry construction with folded ceiling. Drawing documentation is included.
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Hotel AMD, Brno
Lenčéš, Mário ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
Thesis deal with the new building of hotel in Brno circuit areal in Ostrovačice. The structure has six floors. The first floor is 45 meters long and 22 meters wide. The upper floors size is 34,5 x 16,8m. The last sixth floor is offset from the building frontage. In this master´s thesis the main supporting elements of first floor was designed, including columns, girder and slab. Structure has mainly traverse wall construction system transferred into column frame in first floor. The slabs are designed as a reinforced concrete slabs.
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Residential House in Prague 6
Čejka, Jiří ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The thesis called Block of Flats in Prague 6 is composed as a project documentation of the static part. This six-level building was designed as a ferroconcrete monolithic object. Two underground floors are formed by a ferroconcrete frame with columns. There are placed parking slots and also a residential section on these two floors. Four other levels are designed as a ferroconcrete frame with walls. These four floors serve as a residential section. The thesis deals with the complete design of the first floor of one structural unit of the building, and also with some details such as floor slab, bearers, staircase, columns, and walls.
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Service Hall Velké Meziříčí, Administrative Part
Dulák, Michal ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The aim of this bachelor thesis was the design of reinforced concrete cast-in-place horizontal structures about the first floor of three-storied building. Horizontal constructions are made of two-field continuous slab. In static calculation the following are designed and evaluated : ceiling slab, beam, angled slab, staircase, landing, column. Construction has been designed to fulfill functionality and economic point of view. Drawing documentation is a part of the thesis.
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