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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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The multipurpose building in Plzeň
Perhalová, Anna ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is design and static assessment of timber load bearing structure of multipurpose building in Plzeň. It is cupola consited of two radial curved ribs above a triangle ground plan with one oval edge. I got this shape by cutting the cupola vertically on these two triangle edges and that created two walls of the construction. The largest ground plan dimension of load bearing structure is 54,4 meters and the maximum height is +18,0 meters. The design is processed in two various drafts.
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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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The multipurpose building in Plzeň
Perhalová, Anna ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The subject of this diploma thesis is design and static assessment of timber load bearing structure of multipurpose building in Plzeň. It is cupola consited of two radial curved ribs above a triangle ground plan with one oval edge. I got this shape by cutting the cupola vertically on these two triangle edges and that created two walls of the construction. The largest ground plan dimension of load bearing structure is 54,4 meters and the maximum height is +18,0 meters. The design is processed in two various drafts.
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