National Repository of Grey Literature 33 records found  1 - 10nextend  jump to record: Search took 0.00 seconds. 
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.
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.
Multi-storey car park
Balhar, Martin ; Balázs, Ivan (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation
Footbridge across river
Klíč, Radim ; Pešek, Ondřej (referee) ; Balázs, Ivan (advisor)
The diploma thesis deals with a design of a steel loadbearing structure of a footbridge over a river. The footbridge is located in Svitavy and is designed for span length of 60 meters. The construction is preliminarily designed in two variants. A part of the thesis is also a comparison of both variants. The chosen variant has been elaborated in detail. It is an arched construction with a semi-through bridge deck. The main loadbearing structure consists of a pair of arches that support the steel-concrete bridge deck by means of rods in tension. The main loadbearing arches are inclined from the vertical plane towards the bridge axis and are fixed at the ends. All steel parts are designed from S355 steel, except for the rods that are designed from S460 steel. The bridge deck is designed from C 35/45 concrete. The spatial rigidity of the structure in the transverse direction is achieved by means of arc sway bracings.
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.
Steel structure of greenhouse in botanical garden
Brodová, Kateřina ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The aim of the diploma thesis is design and assessment of steel structure of greenhouse in botanical garden in Ostrava. The building is designed as a hexagon with a diameter 50 m, the highest point of the construction is 32,907 m. Whole structure will be made of hollow round tubes of different profiles. The support system consist of columns and truss girders. The bracing of the structure is in three levels. Main construction material is steel S355 J0+AR. The covering of the roofs and walls is made of glass panels ISOTHERM.

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