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Production Hall with Administrative Building
Dolníčková, Andrea ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The subject of this diploma thesis is design and check of two steel structures. A production hall with a floor plan dimensions 24x50 m and an administrative building with floor plan dimensions 54x30 m. Both buildings are situated in Prostějov. The structure of the production hall has a roof pitched at 12%. The main frames have 6 m centre to centre spacing. The design of the production hall is processed in two options. The administrative building has 4 floors. The floor structures are made of composite steel and concrete structure. The structure is stabilized by vertical bracings in both directions. The computational model of both structures was built up using SCIA Engineer software.
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Administration building
Ondruš, Petr ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The subject of this diploma thesis is design and check the steel construction of the office building in Valašské Meziříčí. Floor plan dimensions of building are 55,0 x 30,0 m. The length of building gradually increases with each floor. The building has eight floors. Overall height is 33,6 m. The building ceilings made of composite steel and concrete structure. The construction in both directions is stabilized by vertical bracings. The building adjoins a smaller building with shops. Floor plan dimensions of that building are 31,5 x 21,0 m and building height to the top of the truss girder including cladding is 17,5 m.
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The reconstruction of a storage object
Morcinková, Eliška ; Šmak, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is a reconstruction of the administrative building in Třinec. The work is divided into two parts: the design and assessment of a timber roof on the ground plan 16 × 21 m and steel supporting structure for the extension of the administrative building on the ground plan 8 × 16 m. The roof frame consists of 22 trusses with the axial distance 1 meter. The steel structure consists of two supporting frames connected to floor beams between them which create with the concrete plate composite steel and concrete structure.
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Office Centre
Robotka, David ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
This diploma thesis deals with design of steel structure with composite steel-concrete floor structure of a office building.The building is located in Moravský Krumlov. The Office buidling consist of multi-storey building and an entrance atrium. The total ground plan's dimensions are 52,8m x 48,0m. The multi-storey building has 8 floor. The maximum heigh of the building is 25,32m above ground. The project is designed in two options. For winning variant is including check and it is performed a drawings with design and check assembly details and anchorage.
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Business Centre
Hándlová, Barbora ; Balázs, Ivan (referee) ; Pilgr, Milan (advisor)
The diploma thesis deals with design of steel structure of shopping centre, which is located in Zlín. The total ground plan‘s dimensions of the structure are 153 x 49 m. The maximum height of the building is 23,1 m. The structure of the shopping centre is formed by columns, primary and secondary beams. Floor structure is designed as composite steel and concrete structure. The roof structure, above the central part of the buildig is designed in two alternative versions. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details.
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Rally team base
Mikeš, Daniel ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
The object of the diploma thesis is the design and the assessment of the steel structure for rally team base in Napajedla, which contains the space for the administration and the space for the service hall. The overall ground plan proportions of the structure are 30 x 26 metres. The structure for administration is the four-storey building. The ground plan proportions of this structure are 30 x 12 metres and the height is 14.5 metres. The ground floor grid of the main load-bearing structure is 6 x 6 metres. The height of the one floor of the structure is 3.5 metres. The structure of ceilings and roof is designed like composite steel and concrete structure. All joints of the steel structure for administration are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and by the rigidity of composite steel and concrete structure of ceillings and roof. To the structure for the administration is connected structure for the service hall. The ground plan proportions of this structure are 30 x 14 metres and the height is 10.5 metres. The main structure of the structure for service hall is frame with the rigid joint in the corner of the frame. The axial distance of the main structures is 6 metres. All joints including the rigid joint in the corner of the frame of the steel structure for service hall are designed like bolted joints. The spatial rigidity of the structure is ensured by vertical wall truss bracings and horizontal roof truss bracings. The whole structure is designed of steel S355.
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Steel construction of the car showroom
Bystrianská, Kateřina ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The diploma thesis deals with the design and assessment of the steel construction of the car showroom in Jihlava. The ground dimensions of the structure are 40,0 x 52,0 m and the height at the highest point is 13,14 m. The supporting structure consists of a truss girder consisting of a set of arches, outer columns and an inner column with a strut. This is a freebase system, the distance of the bindings is 4.0 m. In the framework of the work is elaborated the comparison of two variants, more suitable includes the static calculation of the main supporting parts, including the joints and details. The main construction material is steel, grade S 355.
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Multi-Storey Building with Atrium
Brodecký, Miroslav ; Buchta, Stanislav (referee) ; Barnat, Jan (advisor)
The diploma work deals with a design of a steel load-bearing structure for a multi-storey building with an atrium consisting of five above ground floors. The property is situated into Blansko area. Its ground-plan measures are 32.5 x 56 m. The maximum height of the property is 23.2 m. The height of the floor is 4 m. Load-bearing structure is designed with articulated joints. The atrium roof is formed from truss girders. The design and assessment is done according to rules in operation.
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Multifunctional multi-storey building
Kántor, Albert ; Pešek, Ondřej (referee) ; Horáček, Martin (advisor)
The aim of this thesis is a design of a multifunctional multi-storey building consisting of six floors which is located in Česká Třebová. The floor dimensions of structure are 56,5 x 26,5 m and its height is 22,150 m. The building is covered with green roof. The mail load bearing structure consists of primary beams, secondary beams, columns and vertical bracing. The floor structure is designed as a composite steel and concrete structure. The spatial rigidity of the structure is secured with vertical bracing and rigid concrete roof slab. Main used materials are structural steel S235, S355 and concrete of grade C25/30.
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