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Shopping gallery
Gargulák, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The objective of the diploma thesis is a design and a check of load-carrying steel structure of a shopping gallery. The project is designed in two options. The building is located in Vsetin. The total ground plan‘s dimensions are 51x54 metres. The height of the building in the highest point is 17 metres.The whole building is divided into two parts - entrance hall and free-storey building. For selected option the calculation of joints and column anchorage is performed as well as the design documentation.
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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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Agricultural Building
Németh, Matěj ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this thesis was to design and assess of steel structure primarily use for deposit of agricultural machinery alternatively used as associated storage space. Location of object is situated in village of Uhřínovice near Voděrady. Fundamental dimensions of the floor plan are 18 × 48 meters with the height in the top of the gable roof 7,5 meters. The transversal bond is two-hinged frame with span of 18 meters. Height of the columns is 5,2 meters. The main frames are orderly placed with 6 meters space in between them. Cladding is made from multi-layered composite panel system made by Kingspan. Spatial rigidity of the structure in transversal way is supported by main frames and in the longitudinal way is being supported by sway bracing. Used material is construction steel S235.
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Sports Building in Olomouc
Hrycík, Martin ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
Work deals with design of the steel structure of the sports hall in the Brno region . The hall has a rectangular shape with dimensions of 42 x 24 m and a height 11 m. transverse bond makes a cylindrical truss with a span of 24 m placed on columns height of 8 m. Purlins with span of 6 m are placed on the trusses. Roofing and curtain wall is made of sandwich panels.
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Business centre
Soudek, Jan ; Šmak, Milan (referee) ; Bajer, Miroslav (advisor)
The subject of this thesis is the design and assessment of steel construction of the shopping center in Chrudim in Pardubice region. Business center was designed as a three-aisled with a common space in the middle. Each hall has a platform 48.0 meters x 63.0 meters, shared space is a ground plan the shape of an equilateral triangle with sides of 48.0 meters. The construction of halls in the transverse direction comprises three trusses. The two beams are to span 20.0 meters and a span of one to 8.0 meters. Clearance height ranges from 8.0 to 10.0 m. The main structure is made of rectangular hollow sections, tubes of circular profiles and will be awarded. The axial distance trusses is 7.0 meters.
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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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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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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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Steel structure of a sport hall
Vraňanová, Veronika ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of this work is to design and check the steel construction of the sports hall. The maximum dimensions of a floor plan are 72,0 m x 37,58 m. Construction is embedded in terrain, with the total height 13,47 m and 9,97 m above the terrain. The lattice arched crossed link is the main supporting part that is anchored to a concrete panel on each side, using a pair of pins.The roof cladding is made of sandwich panels and is supported by truss purlins. Space stability is ensured by cross bracing and longitudinal bracing.
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Hippodrome
Václavíková, Veronika ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.
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