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Station building
Dušková, Jitka ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The main aim of this master´s thesis is design and Cheb load-carrying steel structure of railway station in two variatons. A given object is situated in Ústí nad Orlicí.The steel structure is created by central nave, his dimensions is 30,0 x 30,0 m, and two secondary naves and his dimensions is 18,0 x 18,0 m.The central nave is two-storey height 12,4 m and secondary nave is single-storey height 5,5 m. Carrying building systém is created croos-column links, which are composed pipes. Cross-links are saved on fixed columns. The calculation was done through the use of Scia Engineer 2008 program and by myself alone.
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Building of Metal Production in Litomyšl
Hurych, Marek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The assigment for my bachelor thesis was to design of load-bearing stell structure of the hall for metal production. The ground plan of the structure is 16x30 metres with distance of cross frames 6 metres. The height of cross frames is variable. The hall consists of the columns with variable cross section connected with straights with variable cross section, it is designed as a threeway-articulated frame. My bachelor thesis includes the assesment of the main load bearing structure elements, solution of the selected details and drawing up detail plans of the solving joints.
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Exhibition pavilion
Španihel, Jiří ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The subject of the diploma thesis is design and examination of supporting steel structure of the exhibition pavilion situated at the Brno Exhibition Centre, including a comparison with the second variant. The design emphasis has been placed on keeping the architectural character of building related to its purpose. The structure consists of 11 sections shaped as elliptical arcs, formed by truss frames with variable length of semi-axes, while the largest size (the smallest) is 13 m (7 m) for minor semi-axis and 20 m (14 m) for the main semi-axis, height is 16 m (10 m) and distance of support 38.92 m (25.30 meters). For the analysis of internal forces has been assembled spatial bar shaped model. Cladding is made of Kalzip system.
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The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
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The Sport Hall in Prostějov
Houška, Daniel ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The goal of the submitted thesis is a design and assessment of a steel load-bearing structure of a multipurpose sports hall situated in Prostějov. The floor plan measurements of the object are 38x54 m with the maximum ceiling height of 9,5 m. Final design variant was chosen on the basis of two preliminary drafts, both processed according to standard ČSN EN. The structure is designed with respect to ultimate and serviceability limit states. The construction consists of 10 cross-links spaced by 6,0 m. The spatial rigidity of the structure’s main load-bearing system is provided by spatial elliptic trussed girders, longitudinal and sway bracings. Roof cladding is carried by purlins placed on trusses. Steel columns are designed as a part of gable walls. The project was carried out in Scia Engineer 2014 software. Some particular elements were subsequently assessed by means of manual calculation. The thesis also includes assessment of joints, construction details and drawing documentation.
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Building of Rubber Production in Odry
Dohnal, Filip ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The object of this thesis is to design and assess steel structure “of hall for industrial production at Odry. The object has a rectangular shape with dimensions 48 x 56 m, with saddle roof with slight inclination and 10,6m high rooftop. The object is a two-bay hall, the main supporting part is formed by frame ties of two sections from plate profiles, on frames are mounted plate purlins. Longitudinal rigidity is ensured by transverse bracings, the transverse rigidity is ensured by frame ties. The supporting part of the wall and roof cladding is made of sandwich panels.
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Steel load-bearing structure of a car showroom
Junek, Lumír ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
THE AIM OF THE WORK IS THE PROPOSAL OF A CARRIAGE STEEL STRUCTURE OF AUTOSALON. MAXIMUM DIMENSIONAL DIMENSIONS ARE 48.0 M X 24.0 M. THE TOTAL HEIGHT OF THE STRUCTURE IS 9.125 M. THE MAIN STRUCTURE CONSTRUES A DRAWING SHAPE FRAME WHICH IS STRAPED ON THE COLUMNS. ROOF TREATMENT IS CONSTRUCTED WITH SENDING PANELS. PRIVATE AREAS PROTECT
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The Riding Hall in Český Těšín
Junková, Karolina ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The subject of my diploma thesis is to design timber and steel variants of riding hall. For static assessment was chosen timber. The hall is a one nave building. The dimensions of ground plans is 35,0 m x 75,0 m and the hall is 11.70 meters high. The load-bearing was formed by a curved glue laminated timber trusses. The building is located in Český Těšín, climate loads are designed for the area. The calculation were made in accordance with the Czech technical norms ČSN EN.
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The Structure of a Viewing Tower in Javorníky
Kadlček, Dan ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
The aim of diploma thesis is design and assessment of bearing structure of viewing tower on the mountain Makyta in Javorníky, which is designed from timber and steel. The shape of construction is variable of its height. Diameter of octagonal platform at ground level is 12 m, in the middle of construction is 7,7 m and on the top of the construction is 8,7 m. Viewing tower has 5 viewing platforms – the highest one is covered by roof. Wooden elements are designed from glued-laminated GL24h timber, steel elements are designed from steel of S235 grade. Main support elements of structure are wooden rectangular outer columns and steel circle center column. Total height of construction is 31 m. Static analysis has been accomplished by student version of the SCIA Engineer 2014 software.
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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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