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The Riding Hall in Valašské Meziříčí
Rantová, Katarína ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The subject matter of this diploma thesis is a design timber structure of riding hall. The hall is a one nave building. The dimensions of ground plans is 32,0m x 70,0m and the hall is 10,0 meters high. The load-bearing structure consists of arched ribs.This timber structure composed of glued laminated timber. The building is located in Valašské Meziříčí, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN. The structural design and analysis is performed by software SCIA Engineer 17.
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Load-bearing timber structure of a storey house
Junková, Karolina ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The subject of my bachelor´s thesis is design and static assessment of timber load-bearing structure of a storey house. The object has three floors - first floor, the second floor and attic. The dimensions of ground plans is 14,7 x11,1 meters and the house is 11 meters high. The frame load-bearing structure off wall is formed by wall panels where joist are stored. The truss is designed as a system of purlins. The building is located in Slavkov u Brna climatic loads are solved for this location.
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The Riding Hall in Valašské Meziříčí
Rantová, Katarína ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The subject matter of this diploma thesis is a design timber structure of riding hall. The hall is a one nave building. The dimensions of ground plans is 32,0m x 70,0m and the hall is 10,0 meters high. The load-bearing structure consists of arched ribs.This timber structure composed of glued laminated timber. The building is located in Valašské Meziříčí, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN. The structural design and analysis is performed by software SCIA Engineer 17.
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Load-bearing timber structure of a storey house
Junková, Karolina ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The subject of my bachelor´s thesis is design and static assessment of timber load-bearing structure of a storey house. The object has three floors - first floor, the second floor and attic. The dimensions of ground plans is 14,7 x11,1 meters and the house is 11 meters high. The frame load-bearing structure off wall is formed by wall panels where joist are stored. The truss is designed as a system of purlins. The building is located in Slavkov u Brna climatic loads are solved for this location.
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