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Steel- load-carrying structure of production hall
Kábrt, Michal ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the bachelor thesis was to make a structural design of steel-load-carrying structure of two-bay production hall with rectangular plan with total width 36m, i.e. with the same width both of the bay 2x18m, and total length ca. 72m. Eaves level of the building is 7,5m. There is one trolley crane with load capacity 5t and span 17,1m in the hall. The building will be roofed by saddle roof with slope 5% (2.86°) and ridge in the middle of the width. Modular distance of main frames is 6m. The production hall is situated on the outskirts of industrial part of town Červený Kostelec. RFEM was used for calculation internal forces on individual structural elements. Designing of elements and joints was made according to valid eurocodes.
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Design of concrete structure of industrial hall
Richtr, Jan ; Šiška, Radek (referee) ; Strnad, Jiří (advisor)
The master's thesis deals with the design of a single-nave reinforced concrete prefabricated hall with a crane runway. The focus of the design and assessment is on the elements of the main transverse frame. The saddle girder, along with the columns, is assessed for the ultimate limit state (ULS) and the serviceability limit state (SLS). Another part of the design addresses the proposal of the reinforced concrete cladding made of panels. The panels are designed for the ULS under exceptional loading conditions. The master's thesis also explores the possibility of additional column prestressing with post-tensioning reinforcement and the potential installation of a crane with higher load capacity in the hall.
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Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
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Prefabricated reinforced concrete hall with crane track
Velecký, Tomáš ; Kostiha, Vojtěch (referee) ; Požár, Michal (advisor)
This bachelor thesis is focused on static solution of prefabricated reinforced concrete hall with crane runway. Specifically, the cross-section of the hall, which consists of rectangular columns and a T-profile reinforced concrete truss, is solved here. The load on the structure is transmitted to the subsoil by calyx-reinforced concrete pavements. The bachelor thesis deals with the design and assessment of individual structural elements. Elements are dimensioned according to ČSN EN 1992-1-1: Design of concrete structures - general rules and rules for building structures. In the drawing part of the bachelor thesis are drawn drawings of the assembly of parts, shapes and reinforcement of individual parts.
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Travelling track of portal crane
Petráš, Ivo ; Danko, Vladimír (referee) ; Kašpárek, Jaroslav (advisor)
This diploma thesis handles with a draft and conception of the warehouse hall and crane track where the main goal is the creation of outside and inside storage space which is covered by the trolley crane. Next point is about construction and stress calculation of the crane track and logistic ordering of the outside space with option of loading on wheel and rail transport.
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Design of the engineering structure
Svoboda, Adam ; Volf, Marek (referee) ; Klusáček, Ladislav (advisor)
The bachelor thesis deals with design issues of industrial buildings and is focused especially on design and assessment of short corbels. The first part of the thesis consists of a translation of technical text published by prof. J. Schlaich (E DIN 1045-1). In the second part of the thesis is the gained knowledge applied on assessment of existing industrial structure SUAS a.s. in Vřesová. For the analysis of short corbels is used the strut-and-tie model and the method of limitation of concrete compressive stress at the nodes of the strut-and-tie model. The thesis concludes with structural strengthening of nonconforming short corbels by using prestressed cables to ensure safe operation of the crane runway.
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Steel structure of an industrial building
Jílek, Josef ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
This thesis deals with structure of the single-aisle steel industrial hall in accordance with the arrangements of the building with a span of 30 m, a height of 84 m and corresponding height of the cantilever of a crane track girder is 9,0 m. In the hall are considered two cranes with a capacity of 50/12,5 t and 32/8 t. The main bearing element is formed by lattic truss stored on solid pillar down anchored in transverse direction. Distance of transversal pillars is 12 m and between them designed hanging purlins. The structure is designed for the district of Brno.
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Steel structure of a hall
Kerouš, Jakub ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
This bachelor thesis deals with design steel structure of industrial one-aisle hall with span of 30 m, length 63 m and height of the holder of a crane track girder 9,3 m. The hall is designed with two overhead cranes with load 50 t and 32 t. Structure is designed from steel S420. Roof structure is designed in two versions. These versions are compared by weight and better version is processed in detail. Drawings contain platforms of both versions, two cross sections and manufacturing drawings of truss.
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Constructive Technological Project of Two-Aisle Hall in Fulnek
Selník, Petr ; Šlanhof, Jiří (referee) ; Mohapl, Martin (advisor)
The subject of this diploma thesis are chosen parts of building technological project of pursuance of the factory building Massag in Fulnek based on the metal bearing structure. This diploma thesis contents study of realization of main technological process of the hall, financial and time plan of building, project of construction site installation, budget of the construction, time planning of works, inspection and test plan, the project of safety and protection of health at work, technological regulation of building metal bearing structure.
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Steel Structure of a Factory Building
Stehno, Pavel ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
Theme of bachelor's thesis is structural design of industrial building for alluminum products processing. Dimensions of hall are 24 x 30m and 11,15m high. As main material was used steel S355. Main frame of hall is two highed and every frame is connected to each other with girts and purlins. Spatial rigidity of the structure is provided by the frame corners and sway bracings. As equipment of the hall is crane runway, with full length of the contruction. with load capacity of 5t. Structure is designed in compliance with valid standards of ČSN EN. For structural design was used software version RFEM 5.22.01 from company Dlubal.
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