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Supermarket in Vrbno pod Pradědem
Ujházy, Denis ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design solution and check load-carrying steel frame structure of the supermarket in Vrbno pod Pradědem. The square plan dimensions are 32,00 x 60,00 m and ridge level is 12,55 m. The structure is designed as a single hall, the construction system is built of two-pinned cross frame with an axial distance of 6,00 m between main frames. The hall has a saddle roof with an inclination of 10°. All the cross-sections of the main load-bearing elements are plate and made of the same steel category.
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Office Centre
Dohnal, Filip ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The object of this thesis is to design and assess steel structure of multi-storey office center in Nový Jičín. The object is supposed to have an rectangular shape with dimensions 54 x 72 m and roofed atrium in the middle. The object has 6 overground floors. Roof height is 29 m. Two construction variants were designed and assessed. Longitudinal and transverse rigity of variant A is ensured by truss bracings and variant B is braced by bracing frames. Floor structurs of both variants are made of steel secondary and primary beams, which are supported by steel columns. Facade and atrium roof cladding is made of glass panels.
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hangar
Sejbalová, Kateřina ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of this work is design and assessment of the steel structure of a two-aisle airport hangar for small aircrafts in Kunovice. Building has rectangular plan with dimensions 36 x 27 m. The main supporting systém is composed of truss girders, which are pinned on culumn. The distance between the truss girders is 9 m. For design was used the software Scia Engineer.
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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 for sport purposes
Navrátil, Petr ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The theme of this diploma thesis is design and check load-carrying steel structure of building for sport purposes in two variants. Building is situated in Holešov town. Primary emphasis is placed on purpose of this building and on her integration to the given locality. The steel structure is created by two objels, main (hall) and side part (admin. part). Both of this building have common east wall. Plan dimension of hall part is 40 on 40m and the highest point of this part is 15,9m height above ground. Admin. part is greated like frame with columns in 8x8m grid and 8m height. Overall height of this part is 8m. For analisys of internal forces was constructed spatial bar model which was used for an optimization of partial bars for both limit states. The cladding will be made by system of Kingspan panels.
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Steel Structure of a Shopping Centre
Pokorná, Martina ; Ing. Milan Šmak. Ph.D. (referee) ; Bajer, Miroslav (advisor)
The load-carrying steel structure of the shopping centre is proposed in two versions. The more advantageous version is elaborated in detail. The roof structure is designed using three-dimensional curved trusses with glass roofing and the structure rests on steel columns. The ground plan dimensions of the steel structure are 120 by 73 meters.
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Load-carrying structure of motor show
Náplava, Ondřej ; Barnat,, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this work is design and check load-carrying steel structure of motor show in two variations. A given object is situated in Uherske Hradiste. The steel structure is created by two objects (main and adjoining), whose plans are partly overlaid. Main object has circular ground plan and adjoining object has rectangular ground plan. Building is two-storey. For analysis of internal forces, was constructed virtual spatial model, which was used for an optimization of partial bars for both limit states. The cladding will be made by system of roof panels Brollo and Rockwell. The wall facing will be glass wide, from isolation glasses Stavebni sklo and wall panels Brollo.
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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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Sports building in Vsetín
Gargulák, Martin ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The objective of this work is a design solution and check load-carrying steel construction of the sports hall. The square plan dimensions are 28x28 m, the ridge level is 11,5 m. The building is located in Vsetín. The building construction is designed as a single hall, the construction system is built of a three-hinged main frame. Centre to centre spacing main frame is 5,6 m. The hall has a saddle roof and its inclination is 10°. The cross-sections of the main load-bearing elements are plate.
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Museum in Moravské Budějovice
Růžička, Tomáš ; Barnat,, Jan (referee) ; Pilgr, Milan (advisor)
The subject of the bachelor’s thesis is to design and check load-carrying steel structure of a single-nave hall. It consists of main frames, whose distance between axes is 5,8 metres. Main frame consists of web-plate columns and a roof truss girder. Ground plan sizes of the hall are 34x40,6 metres and maximum height is 12,72 metres. Designed object is situated in Moravske Budejovice.
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