National Repository of Grey Literature 38 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
Autosalon in Jihlava
Mátlová, Michaela ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of my thesis was to propose two variants of the steel construction of the car showroom. The ground dimensions of the structure are 35 x 50 meters. The building reaches a height of 8.8 m above the surrounding terrain. The building consists of two parts. The exhibition part of the car showroom will be partially glazed and also includes office space. The second part is the adjacent car workshop. The variants differ in the construction of the enclosure of the exhibition part of the car showroom. The work includes two static designs of the supporting steel structure of the car showroom. The winning variant of the frame construction a solution of selected details and drawing documentation.
Load-bearing structure of sport hall
Králíček, Jiří ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The aim of the master thesis is design and check the timber construction of the sports hall in two variants. The first variant is a frame, which is formed by three steel columns. The roof structure is made from timber trusses, which is pin-supported beam above both fields. The second variant is a frame, which is formed by three steel-concrete columns. The roof structure is made from timber glulam beam of saddle shape, which is continuous over both fields. Spatial rigidity of the structure is ensured by steel bars. The second variant is calculated in detail by hand and the structure drawings are attached. Input static models and auxiliary static models were created in SCIA Engineer 18.1.
Office building with production hall
Břečka, Jan ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The aim of this diploma´s thesis is to design steel-concrete structure of the office building and steel structure of production hall situated in Moravské Budějovice. The dimensions of the office building are 48,0 x 60,0 meters and height is 17,0 meters. The main constructional material is S 255 steel and C30/37 concrete. The load bearing structure of the hall consists of the columns, primary and secondary beams. The axial distance of columns is 6 meters (5 meters). The dimensions of the production hall are 24,0 x 60,0 meters and height is 12,0 meters. Inside the production hall is craneway. An analysis of two solutions of the supporting structure was performed. The first variant is consists of rigid frames. Truss girder in the second variant is an alternative solution. Both variants were compared and the amount of steel was found. The selected option was developed in greater details with static calculation, drawings and material report. The static analysis of the main load bearing parts of the structure is processed. The calcuation were made in accordance with the European design codes.
Roofing of tribune
Straka, Pavel ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The subject of this thesis was to design and assess the load-bearing structure of the grandstand roof at the sports stadium. The ground plan dimensions are 35x70 m. The object will be located in Moravské Budějovice. The construction is made of grade steel S355 and steel fasteners. Assessments were created for 2 variants. Variant A with truss, Variant B with plate girder. The truss variant, which is elaborated in more detail, was evaluated as more advantageous.
Lookout tower in Beskydy mountains
Prokop, Miroslav ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
This master thesis deals with the design of load-bearing capacity of the observation tower in Besky-dy. The material used in main column is steel S355. The main column is a circular hollow construc-tion with diameter of 2,2 m. Inside the column is located a double spiral staircase. The upper part of observation tower simulates shape of treetop by rip column. It is made of glue laminated timber GL24h. The tower has four platforms of hexagon shape. The largest platform is 12,2m wide. The height of struction is 37,5 m. Internal forces have been calculated in software RFEM and based that the structural assessment has been made. The thesis is drawn up pursuant to the standards of ČSN EN.
Steel structure of industrial hall
Pavlas-Jirásek, Václav ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The bachelor thesis deals with the design of a main load-bearing steel structure of industrial hall with two overhead cranes. The floor plan dimensions are 24 × 60 m, height of building is 16 m. The main structure consists of pin-supported symetrical truss girders on columns with centre to centre spacing 12 m. The truss purlins are pin-supported on the girders. The columns are fixed in the lateral direction. Spatial rigidity of the structure is secured by system of bracing. The base material is steel of class S355.
Multifunctional Sports Hall
Mika, Václav ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The bachelor thesis deals with design and structural assement of the steel multifunctional sports hall in Přerov. The dimensions of the rectangular floor plan are 34 x 61 m and the height is 13 m. Its main frame is created of cylindrical truss and columns. The distance of each cross links is 6 m. Single main frames are mutually connected with purlins and girts and the spatial rigidity of the structure is provided by sway bracings and longitudinal bracings.
Timber load-bearing structure of sport hall
Leško, Adam ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
Bachelor thesis deals with design and assessment of timber load-bearing structure of sport hall. Structure is designed on rectangle ground plan with dimensions 31 x 55 meters and with saddle roof. Main load-bearing system is created from three-hinged frames with curved frame corner and changing profile height. Frames are made of massive beams from glued laminated timber. Stability of load bearing structure in longitudinal direction is secured by system of steel bracing and purlins from glued laminated timber.
Tennis hall in Brno
Brozmanová, Dagmar ; Balázs, Ivan (referee) ; Pešek, Ondřej (advisor)
The aim of this work is structural assessment of the steel construction of tennis hall. The ground plan dimensions of this hall, located in Brno, are 66,0 x 42,0 m. The height of the structure above the ground is 13,539 m. The load-bearing structure consists of arched truss girders, which are anchored to concrete panels using pins. The distance between the arched truss girders is 6,0 m. The spatial rigidity of the structure is enshured with purlins and bracings. Front walls consists of columns and girts. The structure elements are made of steel class S235JR+AR. Wall and roof cladding consists of sandwich panels.
Steel Structure of Multipurpose Hall
Makiš, Daniel ; Balázs, Ivan (referee) ; Horáček, Martin (advisor)
The subject of diploma thesis is design and static assessment of steel structure of multipurpose hall. Construction is located in the city Brno. The floor plan is rectangular with dimensions 60 x 80 m. Headroom of the structure is 12,5 m and total height is 16,5 m. A main frame is created of arch truss supported by column and truss structure on both sides. The main frames are joined by purlins. Final support structure was selected from two preliminary variants. For the selected variant was made static calculation of main bearing elements including joints and anchoring, technical report, drawings and bill of quantities.

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