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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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Reinforced concrete structure of a multifunction building
Marková, Anna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of this qualification thesis is to design a reinforced concrete monolithic ceiling construction of typical floor. It concerns locally supported panel that is 250 mm thick and of irregular shape. The spread of the span is 6 x 6 m with the overshoot of 1,2 m. Inside the building there is a staircase with a lift and a plumbing stack that is surrounded by the monolithic reinforced concrete wall that is 300 mm thick. The structural height of the floor is 3500 mm. The pillars` cross-sections are 450/450 mm. An analysis using the end-element method, a static design and a drawing documentation of the ceiling panel were conducted within this thesis.
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Office Building - Design of Selected Parts of RC structures
Zedník, Tomáš ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Entering the work is to assess the monolithic reinforced concrete ceiling supported locally in an office building. Solved ceiling located above 3NP, is rectangular in shape with dimensions 61,3x18,8m. The ceiling around the perimeter supported by reinforced concrete walls, columns in two rows, in the middle lengthwise strip are two staircases and several reinforcing walls. Near the walls, there are several openings for technical shafts. Above the ceiling is mostly offices and storage areas.
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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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|
|
Office Building - Design of Selected Parts of RC structures
Zedník, Tomáš ; Zlámal, Martin (referee) ; Švaříčková, Ivana (advisor)
Entering the work is to assess the monolithic reinforced concrete ceiling supported locally in an office building. Solved ceiling located above 3NP, is rectangular in shape with dimensions 61,3x18,8m. The ceiling around the perimeter supported by reinforced concrete walls, columns in two rows, in the middle lengthwise strip are two staircases and several reinforcing walls. Near the walls, there are several openings for technical shafts. Above the ceiling is mostly offices and storage areas.
|
|
| |
|
|
Reinforced concrete structure of a multifunction building
Marková, Anna ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of this qualification thesis is to design a reinforced concrete monolithic ceiling construction of typical floor. It concerns locally supported panel that is 250 mm thick and of irregular shape. The spread of the span is 6 x 6 m with the overshoot of 1,2 m. Inside the building there is a staircase with a lift and a plumbing stack that is surrounded by the monolithic reinforced concrete wall that is 300 mm thick. The structural height of the floor is 3500 mm. The pillars` cross-sections are 450/450 mm. An analysis using the end-element method, a static design and a drawing documentation of the ceiling panel were conducted within this thesis.
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