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Steel Structure of Sport Hall
Hrabovská, Kristýna ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design and assess the steel structure of a new sports hall located in Slavkov u Brna. The hall should be used mainly for common collective ball sports. This fact places minimal requirements on the dimensions of the building. The hall has rectangular shape with dimensions of 61x30 meters, height of 12.5 meters and a saddle roof with angle of slope 10°. Its main frame is created of truss with pin-supported beams. The spatial rigidity of the structure is secured by longitudinal and sway bracings. The bars of the steel structure consist of rolled sections. The cladding of hall made of panels manufactured by Kingspan. Panels are supported by wall girts and roof purlins. A permanent load on the building is considered due to the weight of the steel structure and panels and variable load is considered due to the snow load and wind load. Steel S235 is used as the construction material.
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Sports hall
Hellebrand, David ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
This bachelor’s thesis deals with a project of roof load-bearing structure of a sports hall situated nearby the city of Opava. The sports hall would be designed for common sports such as handball, football, tenis, voleyball or basketbal. Groun plan scantlings of the con-struction are of 36 x 48 m and clearance of 8 m. Hall travers bond is composed of 3 m high lattice frames that are hinge-connected to a housed joint. Accouplement between the sup-porting lattice frames is done due to longitudial effective purline which continue to the wall-mounted parts of the structure. Spatial rigidity is made safe due to sway bracings and purline.
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Storage Hall
Filip, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The bachelor thesis deals with design of steel supporting structure of storage hall located in Vyškov. The hall has span of 36 m, length 48 m and inside height 6 m. The structure is made as purlin system with gable roof truss frames. Distance of frames is 6 m. Frames are made of doubled L profiled beams, conected by welding. Purlins consist of IPE and HEA profiled beams. The steel used in the project is S235 except for tension rods which are made of S355 steel. Following software was used while creating the thesis Autocad, Dlubal RFEM 5 and Microsoft Office. Output of this thesis is static calculation, drawings and technical report.
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Exhibition pavilion
Španihel, Jiří ; Doc.Ing. Bohumil Straka,CSc. (referee) ; Sýkora, Karel (advisor)
The subject of the diploma thesis is design and examination of supporting steel structure of the exhibition pavilion situated at the Brno Exhibition Centre, including a comparison with the second variant. The design emphasis has been placed on keeping the architectural character of building related to its purpose. The structure consists of 11 sections shaped as elliptical arcs, formed by truss frames with variable length of semi-axes, while the largest size (the smallest) is 13 m (7 m) for minor semi-axis and 20 m (14 m) for the main semi-axis, height is 16 m (10 m) and distance of support 38.92 m (25.30 meters). For the analysis of internal forces has been assembled spatial bar shaped model. Cladding is made of Kalzip system.
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Multi-function sports hall
Kopecká, Denisa ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The aim of my bachelor thesis was to deal with proposal and assessment of multi-function hall for ordinary sports, a rectangular plan with dimensions 36x48m and the height of the structure about 15 meters. The hall is situated near the center of Ceska Trebova. There was one variant, in which the main frame forms 5 main trusses after 12 meters and longitudinal system is formed by lattices frames,roof and plan bracings. The thesis is focused on the load pressure and solution of individual elements including assembly detail and joint.
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Steel construction of a hangar
Plačková, Markéta ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
This Master´s thesis describes the design and assessment of steel structure of a hangar located in Znojmo. The supporting structure of a hangar is 37,475 m span, 48 m lenght, clear hight at the highest point is 15,5 m. Main construction material is steel, grade S355J2. The supporting structure consist of a truss girders. The distance of each cross link sis 4 m. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details. The valid standards CSN EN were used in processing of this dissertation.
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Steel Structure of Sport Hall
Hrabovská, Kristýna ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The principal aim of this thesis is to design and assess the steel structure of a new sports hall located in Slavkov u Brna. The hall should be used mainly for common collective ball sports. This fact places minimal requirements on the dimensions of the building. The hall has rectangular shape with dimensions of 61x30 meters, height of 12.5 meters and a saddle roof with angle of slope 10°. Its main frame is created of truss with pin-supported beams. The spatial rigidity of the structure is secured by longitudinal and sway bracings. The bars of the steel structure consist of rolled sections. The cladding of hall made of panels manufactured by Kingspan. Panels are supported by wall girts and roof purlins. A permanent load on the building is considered due to the weight of the steel structure and panels and variable load is considered due to the snow load and wind load. Steel S235 is used as the construction material.
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Steel construction of a hangar
Plačková, Markéta ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
This Master´s thesis describes the design and assessment of steel structure of a hangar located in Znojmo. The supporting structure of a hangar is 37,475 m span, 48 m lenght, clear hight at the highest point is 15,5 m. Main construction material is steel, grade S355J2. The supporting structure consist of a truss girders. The distance of each cross link sis 4 m. There is prepared statics calculation of the main load-bearing parts of the structure, including joints and details. The valid standards CSN EN were used in processing of this dissertation.
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Multi-function sports hall
Kopecká, Denisa ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
The aim of my bachelor thesis was to deal with proposal and assessment of multi-function hall for ordinary sports, a rectangular plan with dimensions 36x48m and the height of the structure about 15 meters. The hall is situated near the center of Ceska Trebova. There was one variant, in which the main frame forms 5 main trusses after 12 meters and longitudinal system is formed by lattices frames,roof and plan bracings. The thesis is focused on the load pressure and solution of individual elements including assembly detail and joint.
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Storage Hall
Filip, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The bachelor thesis deals with design of steel supporting structure of storage hall located in Vyškov. The hall has span of 36 m, length 48 m and inside height 6 m. The structure is made as purlin system with gable roof truss frames. Distance of frames is 6 m. Frames are made of doubled L profiled beams, conected by welding. Purlins consist of IPE and HEA profiled beams. The steel used in the project is S235 except for tension rods which are made of S355 steel. Following software was used while creating the thesis Autocad, Dlubal RFEM 5 and Microsoft Office. Output of this thesis is static calculation, drawings and technical report.
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