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The Roofing of The Multipurpose Building
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
Aim of bachelor thesis was to design and assess timber framework of roofing multipurpose building. The building will be situated in Trebic. Ground plan dimensions of the building are 80.6 × 54.5 m and building height is 17.1 m. The building will have a curved shape with a radius of 30 m. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure will be solved by concrete anchor blocks on foundation strips. The main supporting element are trusses which statically acting as a double-jointed arches. Stability of trusses is securing by purlins together with bracings. Bracings are composed of four fields of cross bracings and longitudinal bracings. Gable walls will consist of columns with braces.
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D - Areas Analysis using Strut and Tie models
Konárek, Lukáš ; Hradil, Petr (referee) ; Zídek, Rostislav (advisor)
The objective of bachelor thesis is the analysis of typical D-areas of reinforced concrete structures. The analysis is performed using methods replacement truss. In the beginning models replacement truss are used for analysis shear bending girder. It is also shown in the individual chapters specific D-areas using spare truss method. These particular truss models are solved by RFEM program operating on the principle of Finite Element Method.
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Sports hall
Sengerová, Ingrid ; Bajer, Miroslav (referee) ; Sýkora, Karel (advisor)
This bachelor 's thesis deals with a project of roof load -bearing structure for common sports ( handball , football , tennis, volleyball , basketball ) of a sports hall situated in the city of Brno. Groun plan scantlings of the con - struction are of 36 x 48 m and clearance of 8 m. Hall travers bond is composed of trusses, which are hinged to pivot joints. Spatial rigidity is made safe due to sway bracings. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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Steel structure of multi-functional hall
Pisch, Jiří ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
The subject of this bachelor´s thesis is to design steel structure multi – purpose hall in the town Studénka. The plan dimensions of the structure are rectangural 35 x 50 m. The height of the structure is 12 m. Hala is designed from steel frames of rolled sections. Hall has a gable roof. The hall is designed as a two – aisle. The span of the main aisle is 26 m and the side aisle serving as a background, is designed with the span of 9 m. Computational model design and proposal dimensions of the main building blocks was created in program Scia Engineer 2013. All the structure is made of steel of quality S355.
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Exhibition pavilion
Zogata, Pavel ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The goal of this bachelor thesis is to design load bearing steel structure of an exhibition pavilion. The ground plan dimensions are 30 to 36 metres and construction height is 12 metres. The construction is designed for the district of Brno city. There are the following main load bearing structural elements designed and examined in the structural analysis: the solid purlin, panel grider, sway frame, sway bracing and the cross link created by solid columns along with panel girder and column base. The thesis includes documentation composed of layout drawing, cross section, drawing of production and drawing of selected details.
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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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Gardening centre
Hodonský, Petr ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The Bachelor thesis treat of design and appreciation load-bearing steel structure of gardening centre. The object is situated in Brno- Jundrov locality. Overall height of the structure is 9 meters and overall lenght is 35 meters. Cross link is formed with arched welded truss that. Columns and truss form the steel frame. Load is composed of self weight, additonal imposed load and climate load caused by wind and snow that is reached for given locality.Static review comes out from previous load and it has been accomplished by Dlubal Rstab 7.04 and by hand computation.
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Supermarket in Rožnov pod Radhoštěm
Valentová, Monika ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The subject of this bachelor thesis is to design and check steel structure of single-nave hall used as a supermarket. Structure is situated in suburban area of Rožnov pod Radhoštěm. The ground plan dimensions of designed structure are 27,0 m x 52,2 m. The maximal height of structure is 11,315 m. The main load-carrying structure is formed of 10 main frames in distance 5,8 m. The main frame forms shed roof with inclination of 7°. Main frame is made of web-plate columns and truss. Purlins are simply supported on upper belt of truss. Rigidity of structure is ensured by transverse and longitudinal brace. Roof cladding is made of sandwich panels laid directly on purlins. Peripheral cladding is made of sandwich panels as well, it is self-carrying and it is not part of this project.
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The storage hall
Urbánek, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The subject of this bachelor's thesis is to design the steel roof structure of storage hall in the area of Třebíč city. The plan dimensions of the structure are rectangural 43.200 x 27.850 m. The height of the structure is 8,150 m. The hall is design with gable roof. The main load bearing structure is comprised by an arch frame. The width of the frame is 24.000 m. The spacing of the frames is 4.200 m. Thje frames are connected with purlins. The longitudal rigidity of the structure is provided by transverse wind braces, purlins and walers. The roof covering is composed of sandwich roof panels laid directly on the purlins. The cladding is composed of sandwich wall panels. Along the storage hall is a covered ramp.
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The steel roof structure of a sport hall
Frank, Ivo ; Barnat,, Jan (referee) ; Štrba, Michal (advisor)
The subject of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Jihlava. The plan dimensions of the structure are rectangural 45.200 x 40.300 m. The height of the structure is 15.150 m. The hall is designed by cylindrical roof. The main load bearing structure is created by arch lattice frame. The width of the frame is 40.300 m. The spacing of frames is 9.000 m. Frames are connected by lattice purlins‘. Purlins’are arranged radially. Longitudal rigidity of the structure is provided by transverse wind braces and upper beams of the purlins‘. Roof covering is made of roof panels laid directly on the purlins‘. The cladding is made of panels too. In the front of the structure is the cladding made by self-supported structure, which is not part of this thesis.
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