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Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
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Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
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Reinforced concrete flat
Marčanová, Martina ; Švaříčková, Ivana (referee) ; Požár, Michal (advisor)
The aim of the bachelor thesis is to design selected structures of the multi-storey department store. The supporting structure is a cast in place reinforced concrete frame. A reinforced concrete flat above the lowest floors, an inner column, a foundation pad and a prefabricated reinforced concrete staircase were selected for the work.
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Reinforced concrete load-bearing construction
Kozumplík, Lukáš ; Kraut, Jan (referee) ; Šulák, Pavel (advisor)
The diploma thesis is focused on a structural analysis of a multi-storey office building. The Loadbearing structure is made of cast-in-place reinforced concrete. In the thesis there is analysed a selected floor slab, a column, a foundation pad, a part of loadbearing wall and a precast staircase. Computation of internal forces is carried out by computational software SCIA Engineer. The Results from the software are verificated via simplified manual method. Assessment of a structure is done according to valid standards and regulations.
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