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Production hall
Paroulek, Adam ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
This thesis contains design and assessment of main construction elements one-aisle steel production hall. Spatial arrangement of hall is span 18 m, length 63 m, and height of hall is corresponding to the height of a holder of a crane track girder 12,3 m. Main structural materials are steel S235 and S355. In the hall are two overhead cranes, the first one with load capacity of 32 tons, and the second one with load capacity of 20 tons.
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Multipurpose load-bearing timber hall structure
Matuška, Martin ; Sýkora, Karel (referee) ; Straka, Bohumil (advisor)
This Master’s thesis is focused on the design and structural analysis of load-bearing structure of a multipurpose hall that is strained by the permanent load, working load and climatic load. The hall has the shape of an elliptical dome. Maximum margin of the structure is 60,0m and maximum height is 18,0m. Main carrier elements of the structure are radially arranged curved beams made of glued laminated timber, class SA(GL24).
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The roof structure of a storage area
Kuběna, Kamil ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to design and consider the carrier of steel structures for roof storage area in Brno, so that the structure meet all the requirements for buildings and fulfill its function. Roofing, with grand-plan dimensions 50 x 20 m clear height of 4,5 m. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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Sports hall
Hellebrand, David ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
This bachelor’s thesis deals with a project of roof load-bearing structure of a sports hall situated nearby the city of Opava. The sports hall would be designed for common sports such as handball, football, tenis, voleyball or basketbal. Groun plan scantlings of the con-struction are of 36 x 48 m and clearance of 8 m. Hall travers bond is composed of 3 m high lattice frames that are hinge-connected to a housed joint. Accouplement between the sup-porting lattice frames is done due to longitudial effective purline which continue to the wall-mounted parts of the structure. Spatial rigidity is made safe due to sway bracings and purline.
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Hangar
Škatula, Václav ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The final thesis is focused on a project of a load bearing structure of a aircraft maintenance hangar that has a rectangular ground plan 60,0x120,0 m and includes suspended mobile hoist of loading capacity 5,0t. The object is situated in the airport area of Ostrava Mošnov. The task provides two versions of design. The first version consists of eleven traverse joining beams witch are distanced twelve meters from each other. The second version consists of thirteen traverse joining beams witch are distanced ten meters from each other. The thesis focuses on the load pressure of the steel construction, the main emphasis being placed on the single structural components and assembling components. The calculation meet the standards of ČSN EN.
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Bus Repair Station in Uherské Hradiště
Líšková, Jana ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
The bachelor´s thesis is focused on the design of steel load-carrying structure of a single-storey building in Uherské Hradiště. The purpose of the building is Bus Repair Station. Dimension´s plan of structure are 32 x 64 m and the height of the building is 11.5 m. The main load-carrying structure is made by a shaped truss girder with 5% by distance 12,680 m. The design model was created by Dlubal RFEM 5.06. The design was made with regard to the required reliability and economy according to valid standards.
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Trade House in Brno
Serbousková, Kateřina ; Sýkora, Karel (referee) ; Barnat, Jan (advisor)
The final thesis deals with the design of the steel loadbearing structure of the shopping center situated in Brno. The built-up floor area is 1973 m2 (L-shaped ground plan with dimensions 48 m x 50 m). The construction consists of three parts. Building A has four above-ground floors and reaches a height of 25.5 m. The steel structure of mono-pitched roof is designed in two options. Both options consist of full-length purlins and truss girders. Building B is a single-storey building with a mono-pitched roof top reaching 8.1 m high. Building C is three-storey with a flat roof. The first floor has a construction height of 4.5 m and the remaining two floors reach height of 3.6 m, which coincide with building A. The steel structure is made of steel-concrete composite ceilings and pin-supported columns. In the case of bracings, pressure was eliminated by means of non-linearities.The work includes proposal, assessment of the supporting structure and calculation of the directional details. Internal forces were determined based on a static analysis in the SCIA Engineer calculation program.
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Industrial building
Michálek, Vojtěch ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
In the bachelor thesis a project for steel construction of an industrial hall in Brno area is developed. The extent of the ground plan of the hall is 30x63m with maximum height of 17,300m. The main load-bearing structural elements such as suspended purlin, truss bond timber, noggin pieces, solid-poles forming a cross linking with the bond timber, base and crane runway, are designed and considered in the static calculation. The statement of material and design documentation consisting of the design, cross-section, production drawing of a bond timber and selected details are part of the thesis.
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Multi - Purpose Sports Hall
Baudišová, Monika ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of a multi-purpose sports hall. The aim of this work is to design a support structure with a diameter of 80.0 m at ± 0.000. Construction of a circular layout in the level of ± 0.000 of an external diameter 80.0 m. Height of the hall at the top is 20.0 m Indoors girders is solved in 36 beams which meet at the middle of the rings. Ensure the stability of bracing. Anchoring is done by pin connections located at the bottom of the strip, anchored in concrete bases through the base plate and pre-concreted anchor bolts.
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Footbridge
Grussmann, Jan ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
Master´s thesis deals with design and complex static assessment of timber roofed footbridge structural system. The calculation part is divided into three main chapters, that are dedicated to determine load impacts on structure, to particular structural and roof members assessment and also to design details of connections. The lower part of structure is formed by flat arched main beams of glued laminated timber, floor beams, stringers and under-deck bracing. The upper part of footbridge is formed by structure of gabled roof and additional bracings. Transversal frames of footbridge copy the shape of arch and they are arranged orthogonally to its axis. They form a radial fan with commom centre in the longitudinal direction. The static scheme of structure is thought as a statically undefinite system thanks to the bedrock surrounding the footbridge.
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