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Glazier's Hall
Kelar, Petr ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
The bachelor's thesis deal with structural design of Glazier's hall. Dimension of the hall are 9,24 m x 24,51 m. The basic material is steel S355. The main frame is three-hidged frame. Each frames are connected by the purlins and girts. Spatial rigidity of the structure is provided by the rigid frame corners and sway bracings. Part of the design is crane runway for bridge crane from Demag company with load capacity of 5 t. Structure i designed in compliance with valid standards of ČSN EN and corresponds with ultimate and serviceability limit state. For structural design was used software RFEM 5.07.03 of Dlubal company.
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Business and office centre
Novotný, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The aim of this master´s thesis was design and analysis of a steel supporting structure of a building for business and administration purposes in Ostrava. It includes an assessment of the main load-bearing construction elements and the selected connections. The thesis also contains the design documentation of the building and compares two different variants of the steel construction design.
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Steel structure of exhibition pavilion
Kárník, Miroslav ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The goal of the bachelor’s thesis is to design and assess a steel structure of the exhibition pavilion in Česká Třebová. The ground plan dimensions of the load–bearing structure are 30 meters in width and 63 meters in lenght. The maximal height of the structure is 12 meters. Main frames are made of truss girders of atypical shape. The girders are pin–supported on solid columns on one side and on foundation pads on the other side. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters.
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Office Building
Poláček, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
Master's thesis is follow up with the disign of the load bearing structure of a office building. The building is designed for the area of Svitavy. The plan's dimension are 54,0 x 54,0 m. The objects has 10 floors. Load-bearing structure is disigned in two variants. In the variant A is centre to centre spacing 6m, in variant the B it si 9m. The coulomns and floor structure are composite steel-concrete. Thesis includes drawings.
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Gymnastics hall in Púchov
Mikulica, Adam ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The aim of the bachelor thesis was to design and check the construction of a steel gymnastics hall. The structure consists of two connected parts, the mail hall whit the floor plan dimensions of 18x30 m and an extension of the floor plan dimensions of 9x30 m. The building is situated in Púchov. The modular distance of the main frames is 6 m. The computational model of construction was built up using Dlubal RFEM software.
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Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
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Steel structure of a military museum
Šašinka, Jakub ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The diploma thesis describes the design and assessment of steel structure of the roofing of the military museum in Králíky. The supporting structure of hall is 40.00 meters span. The total layout are 55.93 x 72.04 m, building height 11.43 m, 16.11 m pylon height. Main construction material is steel, grade S355, secondary constructions are made from steel grade S235, rods are made from steel grade S460. I did optimization of steel structure and chose the best option. For this option I made detailed structural analysis. It is prepared by static analysis of the main load-bearing parts of the structure, including joints and details. The supporting structure of hall consists in the transverse direction from the curved spatial lattice structure made of steel circular tubes which hang on rods on a sloped pylon. Part of the report is open-air roofing.
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Multipurpose hall in Holice
Rückerová, Eva ; Hron, Lukáš (referee) ; Šmak, Milan (advisor)
Master´s thesis deals with the design and assessment of the roof construction of the multi-purpose hall in Holice. The other two dimensions of the hall are 28 x 45 m. Height of the hall is 11,28 m. Roofing is done in three variants. The final solution is processed for one presentation. The main supporting element is formed by cross-linking arc beam made of laminated wood. Girders are spaced 5 m and connected purlins. Stability of the construction by three field bracings. The cladding is a rafter, shuttering of OSB particle that carry the roof deck.
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Industrial building
Kočí, Petr ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
Bachelor thesis deals with proposal of a load-bearing steel structure of a single-bay hall in accordance with the space arrangement of the building with span of 24 m, length of 63 m and 8,7 m height of a modular crane cantilever. Two bridge cranes are designed with a load capacity of 12,5t and 32/8 t. Essential load-bearing element of the building are transversal frames designed in 12m distance formed by truss girder and solid columns cantilevered at the plane of a transversal main frame. Roof panels are fixed onto the parabolic purlins. Hall is located in the Ustí nad Labem region.
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The multipurpose hall in Tábor
Tomeš, Martin ; Sýkora, Karel (referee) ; Šmak, Milan (advisor)
In my project I focused on the design of the sports hall in Tabor. As the main construction material was used glued laminated timber. the associated structure was used steel. the structure has a span of 45 meters and a length of 60 m, height of 15.5 meters. For a given type konstruckce I decided for economic reasons to curved beams of glulam supported at the ends.
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