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Steel structure of multi-storey building
Podešť, Jakub ; Štrba, Michal (referee) ; Balázs, Ivan (advisor)
This diploma thesis deals with the design of a steel structure of a multi-storey building in the locality of Opava. The proposal is developed in two variant solutions. Variant 1 has ground plan dimensions of 37,5 m x 37,5 m and a height of 47 m. The variant 2 has ground plan dimensions of 45 m x 45 m and a height of 49,5 m. The modular size of the fields is 7,5 m x 7,5 m. The main supporting structure is made steel columns and beams, ceiling construction with composite steel and concrete joinst and roofing of arched laminated timber. The stability of the structure is ensured by vertical and roof bracings.
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The Roofing of the Three-Aisled Sport Building
Labuda, Ondřej ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The theme of the master’s thesis is to design wooden roof structure three-aisled building in Brno. The proposal is developed up according to standards ČSN EN. The thesis solves the static effect of the wooden structure, design of parts, and materials design. Plan dimensions are 51x14m, maximal height is 11,9m. The structure is designed for ultimate limit states and serviceability. The supporting structure is designed as solid wooden arched trusses frames's connection to the wooden pole. The thesis solve also details and solution design.
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Hall with multipurpose utilization
Brašeňová, Veronika ; Balázs, Ivan (referee) ; Bukovská, Pavla (advisor)
The aim of the bachelor thesis is to design and assess the roof structure above the hall with multipurpose use. The hall will be used as a space for family celebrations and weddings. The building is located in the village Liptovská Sielnica. The construction is designed as a saddle roof, on a rectangular floor plan with dimensions of 16,9 m and 34,6 m. The main supporting system of this building consists of structures reinforced with collets. In the longitudinal direction the stability is provided by the system of purlins and steel bracing. The construction under the proposed structure is made of concrete walls and the gable wall is glazed and supported by columns.
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Multipurpose sports hall
Svoboda, Filip ; Horáček, Martin (referee) ; Pešek, Ondřej (advisor)
This bachelor thesis deals with structural design of a load bearing structure of a roofing of a sports hall. Span of the structure is 37,7m, length is 56m and height is 10m. Main construction material is steel, grade S235. Main load bearing structure is made of frames with axial distances of 6m. These frames are made of truss with triangular cross section. Frame has variable cross section at both ends. Frame is curved and has different radiuses in the middle and at the ends. Global stability is carried by two roof bracings, which are between two frames. Internal forces were calculated in software scia engineer.
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Static verification and variant design of roof structure of winter sport stadium in Jihlava city
Bulíček, Radek ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main girders, purlins, roof bracing - have been evaluated according to actual normative rules. It is evident that the static assessment of the existing structure is satisfied from viewpoint of ultimate and serviceability limit states. The static assessment of the new structure is satisfied from the viewpoint of both limit states.
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Static verification and variant design of roof structure of winter sport stadium in Jihlava city
Růžička, Tomáš ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
Object of this master thesis is the static verification and variant desing of roof structure of winter sport stadium in Jihlava city. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins. Axial distances of main girders are 12m. Concrete columns are a support to main girders. The variant desing of roof uses truss girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure have been evaluated according to actual normative rules. The static assessment of the existing structure is not satisfied from viewpoint of ultimate and serviceability limit states (in some elements). The static assessment of the new structure is satisfied from the viewpoint of both limit states.
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Precast concrete frame construction
Košík, Ondřej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of internal forces. The results are compared using a simplified method. The design and structural assessment are made according to valide standards. The designed construction complies with the limit state of ultimate and serviceability.
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Hall with multipurpose utilization
Brašeňová, Veronika ; Balázs, Ivan (referee) ; Bukovská, Pavla (advisor)
The aim of the bachelor thesis is to design and assess the roof structure above the hall with multipurpose use. The hall will be used as a space for family celebrations and weddings. The building is located in the village Liptovská Sielnica. The construction is designed as a saddle roof, on a rectangular floor plan with dimensions of 16,9 m and 34,6 m. The main supporting system of this building consists of structures reinforced with collets. In the longitudinal direction the stability is provided by the system of purlins and steel bracing. The construction under the proposed structure is made of concrete walls and the gable wall is glazed and supported by columns.
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Precast concrete frame construction
Košík, Ondřej ; Buřič, Pavel (referee) ; Šulák, Pavel (advisor)
The aim of the final thesis is to design and structural design report of selected elements of prefabricated storage hall. Processing of foundation drawing, element composition and for each designed element formwork drawing and reinforcement. It is a single-storey hall, where the main structural system consists of a transversal frame columns and prestressed girder. In this final thesis I designed and structural assessed prestressed girder, reinforced concrete purlin, roof bracing, column, grade beam and foundation pad. The calculation software Scia Engineer is used to calculate the effects of internal forces. The results are compared using a simplified method. The design and structural assessment are made according to valide standards. The designed construction complies with the limit state of ultimate and serviceability.
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Steel structure of multi-storey building
Podešť, Jakub ; Štrba, Michal (referee) ; Balázs, Ivan (advisor)
This diploma thesis deals with the design of a steel structure of a multi-storey building in the locality of Opava. The proposal is developed in two variant solutions. Variant 1 has ground plan dimensions of 37,5 m x 37,5 m and a height of 47 m. The variant 2 has ground plan dimensions of 45 m x 45 m and a height of 49,5 m. The modular size of the fields is 7,5 m x 7,5 m. The main supporting structure is made steel columns and beams, ceiling construction with composite steel and concrete joinst and roofing of arched laminated timber. The stability of the structure is ensured by vertical and roof bracings.
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