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Steel Structure of the Office Building
Stavrovský, Jiří ; Štrba, Michal (referee) ; Hron, Lukáš (advisor)
Thesis deals with design of a steel structure of multi-storey office building. It is a six-storey steel structure of square plan with dimensions of 40 x 48 meters and height of 21,5 meters. Structural design report is made by a combination of manual calculations and calculations using software Scia engineer. Structural design report includes calculations of: truss girder, column, connection, bracing, beam, secondary beam and column anchorage. Thesis includes drawing documentation and report.
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Structure Design of Exhibition Pavilion
Ruček, Martin ; Šmak, Milan (referee) ; Hron, Lukáš (advisor)
Concern of my thesis is to design the main load carrying structure of an exhibiton pavilion. The pavilion itself has circle shaped footprint, 55 m in diameter. Height of the building is then 15 m. The main structure consists of planar truss elements with generally curved upper and lower chords. The web of main truss element is designed as a perforated steel wall. Structural analysis and dimension design of main truss element is realised via axis model with rigid nodes, and verified on an accurate numerical model of a truss with web modelled as a perforated steel wall. Building is designed to be situated at exhibition area of Olomouc city. Design involves all the critical cross sections, and also selected mounting joints.
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Multipurpose Sport Hall
Rusoňová, Nikola ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Subject of this thesis is to design and evaluate the multipurpose sports hall for a permanent,climate and traffic load. Light range of construction is 42,900 m, clear height at its highest point is 10,824 m. The construction is located in Brno. The main load-bearing elements of constructionare two-juncture arcs of constant cross-section of glued laminated timber class GL24h, axially remote 3,000 m. Trusses are transversely connected by purlins from solid wood for strengthclass C20 axially remote 1,100 m. The entire construction is braced by four transverse bracing,consisting of a rods system.
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The steel structure of a foot-bridge
Veselý, Radek ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The topic of Master´s thesis is the design of steel foodbridge over the Morava river in Olomouc. Construction was carried out in two variants, one of which was chosen as the best option arched foodbridge is suspended orthotropic deck. Span bridge is 40m. Calculation of construction was carried out Scia Engineer 2015
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Design of steel structure of the roof of swimming pool in Blansko
Pernica, Martin ; Melcher, Jindřich (referee) ; Hron, Lukáš (advisor)
Scope of this beachelor’s thesis is a design of load-bearing steel construction for the roof of local swimming pool in the town of Blansko. This construction is designed in the way of replacement of current steel construction which is part of the whole building. The basic load bearing system of the building is a concrete prefabricated frame. Ground dimensions of this building are 37.4 m x 55.4 m with a height from the ground plane to the top of the newly designed rooftop 13.14 m. Ground dimensions of the separate construction of roof are 20.8 m x 30.4 m with construction height 8.675 m in southern facade and 5.075 m in other facades. Load-bering construction is architectural and that’s why is formed mainly from hollow sections like RHS,SHS a CHS. Because of a high humidity all the joints are welded. The whole system is withou purlins.
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The steel structure of a shelter
Kuba, Cyril ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
A new steel structure of a gas station. Shape and dimensions design. Determination of innerforces and dimensioning of main bearing elements for two variants. Comparison of variants. Structural analysis of the choosen variant. Section plan of steel structure is 12 m x 18 m. Choosen variant is created by beams, purlins and columns. Height of construction is 4,10 m.
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Steel structure of tribune
Hellebrand, David ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
This master’s thesis deals with a project of steel structure of roofed stand of a sports stadium situated nearby the city of Opava. Dimensions of roofed stand are 54 m x 10,5 m and height is 15 m. Structure is devidet into 9 parts, which are 6 m long. Design of elements and inner forces are solved with program SCIA Engineer. Computational model is designed as a three-dimensional bar structure. Two variants was solved in general and more convenient with a truss girder roof is work up in details.
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The steel structure of a bus terminal
Plíšková, Iveta ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The aim of the bachelor´s thesis is the design and the assessment of the steel structure of the bus terminal in Dvůr Králové. The shape of the constraction is the rectangular hall with dimensions 35 x 45 m and cylindrical roof. The building will be used as the platform for passengers, the space to rest for drivers and for catering for passangers. The structure is formed by lattice trusses, solid purlins and columns. The model of the structure and some calculations were provided by the program Scia Engineer.
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The multipurpose shopping centre in Vsetín
Mužná, Alena ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
Objective of the work is desingning the steel structure of multipurpose shopping centre. Structure is in two sections, structure A has two floors and structure B is ground floor. The main bearing components are the traversal restrained columns and the strut-frame stringers and traverse frames. Frame stringers are after the the axial distance 15 m. Ceiling are designed as a composite. The purlins are plate and trusses. The structure is desingned for the distrikt of east Morava.
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Steel structure of multi-functional hall
Pisch, Jiří ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The subject of this bachelor´s thesis is to design steel structure multi – purpose hall in the town Studénka. The plan dimensions of the structure are rectangural 35 x 50 m. The height of the structure is 12 m. Hala is designed from steel frames of rolled sections. Hall has a gable roof. The hall is designed as a two – aisle. The span of the main aisle is 26 m and the side aisle serving as a background, is designed with the span of 9 m. Computational model design and proposal dimensions of the main building blocks was created in program Scia Engineer 2013. All the structure is made of steel of quality S355.
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