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Reverification of the roof structure of St. Catherine church in Kateřinky
Bayer, Petr ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
Church of St. Catarine is located in Opava-Kateřinky, Kostelní 119/1. Due to the extensive damage to the truss structure, a survey was conducted focusing on the geometry of individual elements and their harm (extent of cracks and incidence of woodworm and mold). On the basis of the data obtained, a control calculation of truss elements above the main part of the church was performed (ultimate limit state (ULS) and the serviceability limit state (SLS)). Most elements were found to be satisfactory. However, replacing the most damaged parts of the elements is necessary.
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The structure of a family house
Vacatová, Eliška ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The goal of the bachelor thesis is the design of timber load-bearing structure of a family house. The building consists of two floors and loft. The first floor is masonry structure and is not part of this thesis. The second floor is timber frame house with gable roof. The dimensions of the house are 12,5x7,5m and height is approximatelly 11m. The building is located near Luhačovice in Zlín region and local weather conditions are considered for the analysis.
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The structure of a family house
Vacatová, Eliška ; Buchta, Stanislav (referee) ; Šmak, Milan (advisor)
The goal of the bachelor thesis is the design of timber load-bearing structure of a family house. The building consists of two floors and loft. The first floor is masonry structure and is not part of this thesis. The second floor is timber frame house with gable roof. The dimensions of the house are 12,5x7,5m and height is approximatelly 11m. The building is located near Luhačovice in Zlín region and local weather conditions are considered for the analysis.
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Reverification of the roof structure of St. Catherine church in Kateřinky
Bayer, Petr ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
Church of St. Catarine is located in Opava-Kateřinky, Kostelní 119/1. Due to the extensive damage to the truss structure, a survey was conducted focusing on the geometry of individual elements and their harm (extent of cracks and incidence of woodworm and mold). On the basis of the data obtained, a control calculation of truss elements above the main part of the church was performed (ultimate limit state (ULS) and the serviceability limit state (SLS)). Most elements were found to be satisfactory. However, replacing the most damaged parts of the elements is necessary.
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