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Concrete flat slab supported by columns
Lehoťák, Roman ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with the analysis of internal forces and the design of the shape and reinforcement of the reinforced concrete monolithic slab, the ceiling above the 6th floor of the University Hospital in Bohunice. The calculation of internal forces was performed by the substitute frame method and the finite element method in the Nemetschek Scia Engineer 18.0 program. The work deals with the design and assessment of the board and adjacent stairs.
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Concrete flat slab of parking house roof
Pivodová, Alena ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The bachelor's thesis deals with the analysis of the internal forces of the point-supported cast-in-place reinforced slab. The slab is located between three apartment buildings and serves as roofing garage, the roof is proposed as green walkable flat roof. The replacement frame method and Finite Element Method was used for the analysis. Computational software Dlubal RFEM 5.07 was used to calculate internal forces. The slab is designed by two structural types. The thesis deals with design and check one of the types and one column.
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Concrete flat slab supported by columns
Lehoťák, Roman ; Švaříčková, Ivana (referee) ; Perla, Jan (advisor)
The bachelor thesis deals with the analysis of internal forces and the design of the shape and reinforcement of the reinforced concrete monolithic slab, the ceiling above the 6th floor of the University Hospital in Bohunice. The calculation of internal forces was performed by the substitute frame method and the finite element method in the Nemetschek Scia Engineer 18.0 program. The work deals with the design and assessment of the board and adjacent stairs.
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Concrete flat slab of parking house roof
Pivodová, Alena ; Strnad, Jiří (referee) ; Perla, Jan (advisor)
The bachelor's thesis deals with the analysis of the internal forces of the point-supported cast-in-place reinforced slab. The slab is located between three apartment buildings and serves as roofing garage, the roof is proposed as green walkable flat roof. The replacement frame method and Finite Element Method was used for the analysis. Computational software Dlubal RFEM 5.07 was used to calculate internal forces. The slab is designed by two structural types. The thesis deals with design and check one of the types and one column.
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