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Polička riding hall
Andrlová, Lucie ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis is to design and assess the wooden riding hall for horses. The object is located in Polička. The construction has a rectangular shape with dimensions of 21 m x 42 m and arched roof. The design is made of glued laminated wood, solid wood and steel elements. The basic supporting elements are full-thickness girders made of glued laminated wood which statically act as double-jointed arches. Steel transverse stiffeners and purlins that provide stability to the trusses are designed from a solid wood.
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Multibay industrial hall
Hrabovská, Kristýna ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design two possible options for the steel structure of a new multibay industrial hall located in Slavkov u Brna. An overhead crane with load capacity of 12.5 metric tons will by situated in one of the bays. The hall has a rectangular shape with dimensions of 63x48 meters, each of the two bays has dimensions of 63x24 meters, a height of 11.5 meters and a saddle roof with an angle of slope 10°. Both of the options have the same layout design, the only difference is that option 1 has columns with truss girders while option 2 has a transversal frame with a haunch. The first option was selected because it is more economical due to material savings and is design developed in a greater detail. The permanent load on the building is considered and includes the weight of the steel structure, panels and the weight of crane runway. The variable load is also considered due to the live load, snow load, wind load, the crane, and their combination. Steel S235 is used as the construction material.
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Lookout tower
Jedzoková, Patricie ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The object of the diploma thesis is design and assessment of a steel lookout tower situated in Beskydy mountains. Two different variants were designed. The first variant is of square shaped plan and the second one is of hexagonal shaped plan. Both variants are spatial truss structures. They are shaped as hourglass. The variants were compared and the first one was chosen to be further developed. The lookout tower is 36 meters high and it is divided by floors. One floor is 3,6 meters high. The widest section is 8 meters, the narrowest section is 5 meters wide. The structure is pin-supported into concrete foundation. The concrete is class C25/30. The roof covering is made of trapezoidal sheet of class S280GD. Each steel element is made of steel of class S355.
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Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
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Steel production hall
Vystavěl, Vojtěch ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This thesis deals with a design of steel construction of two-aisle industrial hall. The construction will be situated in Brodek u Prostějova, near exit from D46 highway. Horizontal dimensions will be circa 36 to 36 metres, clear height from floor to overhead crane about 9.5 metres.
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Industrial Hall with Administrative Building
Ceh, Ondřej ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
This thesis contains a design of a steel structure of two-bay industrial hall with an administrative facility in the city of Brno. There are 3 variants of solution for industrial steel hall with duopitch roof with overall dimensions 60x74 m and detailed structural analysis of the first variant. Height of the hall is 10,5 m. Main structure of the roof is designed as frames from steel profiles with purlins from cold rolled sections, a span of frames is 30 m. The material of main frames is steel S355, material of purlins is S450. The hall is equipped by overhead crane with loading capacity 5 tons. Bolted connections will be done with maximal stiffness and feasibility of the structure. The administrative facility is designed as an independent building with 3 floors, the floor plan is semicircular with diameter 48 m.
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Stable for cattle
Seidlová, Vendula ; Barnat, Jan (referee) ; Pešek, Ondřej (advisor)
The aim of this Bachelor’s thesis is the design and the analysis of the steel structure of cattle stable (300 head of cattle). The object is situated in location Jaroměřice. Ground plan dimensions are 78 x 34 metres, the height of steel structure is 11 metres – 12 metres with a skylight. The roof angle is 22,4°. The transverse links of the structure are made of the frames hinged on base footings. The frame cross-section is variable and supported by columns with round cross-section. The axial span of transverse links is 6 metres. Solved details contain joint montage, frame corner, hinged footings, bracing and frame connection, or a column and frame connection.
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Steel Structure of Multipurpose Sports Hall
Omaník, David ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this work is to design and check roofing of the multi-purpose sports hall. Roof of the hall has a maximum dimension of 34.5 x 60 m and a maximum height of 7,225 m. Trussed cylindrical girder span of 34.5 meters form the main load-bearing structures. Girders are pin-supported by a pin. Solid-web purlins are pin-supported and transmit loads from the roofing. Stability is assisted braces, sway bracing and longitudinal bracing. Roofing is made of sandwich panels.
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Steel structure of industrial hall
Venzara, Mikuláš ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of steel structure of single-aisle industry hall situated in Králíky. There are two overhead cranes with load capacity 32/8 t and 12,5 t. Length is 63 m, span 30 m and height is 18,16 m. Load-bearing structure consists of main frames in 12 m apart, each main frame is comprised of column and truss girder. Other parts of structure are truss purlins, girts, intermediate columns and bracings. All calculations were performed in accordance with valid regulations and standards.
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CAD aplications in rapid prototyping
Pešek, Ondřej ; Madaj, Martin (referee) ; Zemčík, Oskar (advisor)
This thesis describes and compares the characteristics of CAD applications with respect to the use of rapid prototyping technology. The first part introduces the basic principles and methods of 3D printing technology and outlines current developments in this area. The second section describes the comparison CAD applications and their capabilities. The last section is devoted to key features of CAD systems. It is a comparison of available options, evaluation and recommendations.
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