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Service Hall Velké Meziříčí, Administrative Part
Dulák, Michal ; Jeneš, Rostislav (referee) ; Podroužková, Božena (advisor)
The aim of this bachelor thesis was the design of reinforced concrete cast-in-place horizontal structures about the first floor of three-storied building. Horizontal constructions are made of two-field continuous slab. In static calculation the following are designed and evaluated : ceiling slab, beam, angled slab, staircase, landing, column. Construction has been designed to fulfill functionality and economic point of view. Drawing documentation is a part of the thesis.
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Warehouse Hall with Outbuilding
Růžička, Jan ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall with outbuilding in the city of Brno. Plan dimensions of the building are 24x48m. The main supporting part is diagonal links with range 18m and a height in the top of the ship 8.9m, which is hinged to the base structure. The main structure is articulated outbuilding with dimensions 6x48m and height in the top 5.6m. Diagonal frame links are formed of beams and columns. Among the main support frames are thin-walled solid purlins reinforced rods. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels. The calculation has been done in Scia Engineer 2012 program and by hand calculation.
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Family house Rb -3
Růžička, Jiří ; Sibilla, Luboš (referee) ; Vlček, Milan (advisor)
The project is design a house with a small establishment. The project includes the layout and the design of the house. The house has three floors with an attic and one basement floor. It is designed as a stand-alone. The first floor of the establishment of the background and the main entrance to the house. The rest of the house is designed for family living. This part is a utility room, basement and garage in the basement. Living room with household equipment is then in the upper part of the house. The house is run by two separate entrances with wheelchair access to the premises and the entrance to the garage in the basement. The house is designed as a brick building of brick masonry Porotherm in modular size 250 (125) mm with ceramic ceilings MIAKO a cylinder. Roofed by a gabled roof. The house is located on a private plot of 1200 m2 with built up area of 120 m2. The land is gently sloping.
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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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Multi-storey building
Stavrovský, Jiří ; Straka,, Bohumil (referee) ; Sýkora, Karel (advisor)
This thesis deals with design of steel structure multi-storey garage. It is the six-storey steel structure of rectangular plan with dimensions of 35,2 x 83,2 m and a height of 18,5 meters. The structure is designed for the site Brno. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer. 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
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Reinforced concrete structure of the apartment building
Ilčík, David ; Čairović, Dorde (referee) ; Šulák, Pavel (advisor)
The bachelor thesis is aimed for design and assessment of reinforced concrete locally supported monolithic slab and one selected column of a apartment building on the ultimate limit state. Another point of this work is to develop appropriate drawings. The apartment building has four above ground floors. Assessed slab is located on the second floor a column on the first floor. Internal forces are calculated using software Scia Engineer 2013. The Results of the software are compared with the results of the simplified manual method. The structure is designed according to ČSN EN.
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Load-bearing timber structure of a storey house
Junková, Karolina ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
The subject of my bachelor´s thesis is design and static assessment of timber load-bearing structure of a storey house. The object has three floors - first floor, the second floor and attic. The dimensions of ground plans is 14,7 x11,1 meters and the house is 11 meters high. The frame load-bearing structure off wall is formed by wall panels where joist are stored. The truss is designed as a system of purlins. The building is located in Slavkov u Brna climatic loads are solved for this location.
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The roof structure of the industrial hall in Kyjov
Nosková, Nela ; Pilgr, Milan (referee) ; Šmak, Milan (advisor)
The Bachelor´s thesis describes design and static assessment of the main roof structure supporting elements of the roof structure of the industrial hall in Kyjov. The hall is designed from timber. The aisle is rectangular floor plan 17,0 x 40,0 m. The main bearing structure causes as a frame truss supported by columns. Solid frame is made from solid timber C24. Purlin is designed from solid timber C24. The static calculation also includes fire resistance reports of single elements. Static analysis has been accomplished by student version of the SCIA Engineer 2012 software.
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