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Reinforced concrete structure
Zatloukal, Bohuslav ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
This bachelor project is focused on the design of monolithic reinforced concrete ceiling structure of the first floor of a hotel and creation design documents of the load-bearing elements. The load-bearig elements (ceiling slab, outer rib, column and core wall) are appraised according to ultimate limit state. For calculation of internal forces was used a software named RFEM and the internal forces were verified by simplified manual method. Assessment is done according to ČSN EN 1992-1-1.
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Reconstruction of the former industry building for flats
Kratochvílová, Martina ; Pěkník, Robin (referee) ; Klusáček, Ladislav (advisor)
This bachelor's thesis concerns with an analysis of existing ceiling concrete slab and design of locally supported monolithic reinforced concrete slab of fourth floor of Essler's textil factory in Brno and design of a typical column of the same floor. Design of ceiling concrete slab was accomplished in software SCIA Engineer, which uses finite element method and was verified by manual calculation using the method of cumulative moments. Column design was made by hand calculation. Design was made in accordance with applicable standards. The result is a reinforced slab and reinforced column.
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Variant solution of concrete flat slab supported by columns
Fárková, Karolína ; Pulec, Vladimír (referee) ; Perla, Jan (advisor)
The thesis focuses on the design and assessment of a locally supported ceiling slab. The slab was designed in two variants: a reinforced concrete slab and a prestressed slab, both of which were subsequently approximately economically evaluated. To calculate internal forces, a 3D model was created using the FREM 5 program. The structural analysis was conducted using the finite element method and the method of equivalent frames. Both slabs were assessed for ultimate limit state and serviceability limit state.
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The load-bearing reinforced concrete structure of an administrative building
Kroček, Lukáš ; Šulák, Pavel (referee) ; Girgle, František (advisor)
The bachelor's thesis deals with the solution of the load-bearing reinforced concrete structure of an administrative building. In the first part of the work, the internal forces are determined by computer software, which are further used for dimensioning the locally supported ceiling slab above the 1st floor and the characteristic column. The accuracy of the calculation is confirmed by the method of frame cut-outs using the deformation method. The second part deals with the assessment of structures for the ultimate limit state in accordance with ČSN EN 1992-1-1. Finally, drawings of the shape and reinforcement of the ceiling slab and the characteristic column are processed.
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The load-bearing reinforced concrete structure of an administrative building
Kroček, Lukáš ; Šulák, Pavel (referee) ; Girgle, František (advisor)
The bachelor's thesis deals with the solution of the load-bearing reinforced concrete structure of an administrative building. In the first part of the work, the internal forces are determined by computer software, which are further used for dimensioning the locally supported ceiling slab above the 1st floor and the characteristic column. The accuracy of the calculation is confirmed by the method of frame cut-outs using the deformation method. The second part deals with the assessment of structures for the ultimate limit state in accordance with ČSN EN 1992-1-1. Finally, drawings of the shape and reinforcement of the ceiling slab and the characteristic column are processed.
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|
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Reconstruction of the former industry building for flats
Kratochvílová, Martina ; Pěkník, Robin (referee) ; Klusáček, Ladislav (advisor)
This bachelor's thesis concerns with an analysis of existing ceiling concrete slab and design of locally supported monolithic reinforced concrete slab of fourth floor of Essler's textil factory in Brno and design of a typical column of the same floor. Design of ceiling concrete slab was accomplished in software SCIA Engineer, which uses finite element method and was verified by manual calculation using the method of cumulative moments. Column design was made by hand calculation. Design was made in accordance with applicable standards. The result is a reinforced slab and reinforced column.
|
|
|
Reinforced concrete structure
Zatloukal, Bohuslav ; Bažant, Zdeněk (referee) ; Šulák, Pavel (advisor)
This bachelor project is focused on the design of monolithic reinforced concrete ceiling structure of the first floor of a hotel and creation design documents of the load-bearing elements. The load-bearig elements (ceiling slab, outer rib, column and core wall) are appraised according to ultimate limit state. For calculation of internal forces was used a software named RFEM and the internal forces were verified by simplified manual method. Assessment is done according to ČSN EN 1992-1-1.
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