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Analysis of behaviour of reinforced concrete slab
Kubínek, Michal ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
Bachelor thesis describes the analysis of behavior of existing reinforced concrete slab, locally supprorted, ceiling in hospital including 2nd limit state. Calculation od internal forces was made by computer program SCIA Engineer. Several models were made, model with best behavior due to real construction was used for dimensioning. Each model was compared with manual calculation by equivalent frame analysis. After finding inconvenient deflection, especially due to connected construction, new design was made. Thickness of slab was increased and new design of reinforcement was made. New construction was verified for both limit states.
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Training Sport Hall
Virág, Patrik ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of training hockey hall. The building is located in urban area in Břeclav city. It’s a single-storey buiding with a ground plan dimensions of 36 x 72 meters. As the main material supporting elements was designed steel S355. Distance of individual frames is 6m. The roof deck is composed of structural layers used for most roof structures of this type. The supporting part of the roof deck consists of solid-purlins. The external walls of the hall consists of a metal sandwich type panels. The work consists of a static calculation, in which assessed individual sections and selected nodes, including anchoring. Calculations are performed according to standards EN.
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Garage with Fuel Station
Borkesz, Michael ; Pilgr, Milan (referee) ; Barnat, Jan (advisor)
Bachelor thesis presents the structural design of a load bearing steel structure of garage with roof construction of adjoining fuel station. The object is located in periphery area of Uherske Hradiste city, near Jarosov district. The ground plan dimensions are: 36 x 32 meters garage hall; 20 x 20 meters fuel station roofing. Heights of both construction tops are same – 10 meters above the surface. As the main material supporting elements was designed steel S355. The main supporting structure compose of trusses, which are hinged supported by columns. The roof deck is heat insulated, supported by purlins. The wall deck is simillar to roof deck, except of the front wall, which is partly composed of glass casing. At the both sides of garage hall are designed gates for vehicles. The roof deck of fuel station roof construction composes from one single trapezoidal sheet, also supported by purlins. The work contains structural design of individual elements, including mutual joints and anchoring. Calculations are performed according to standards of EN.
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Static analysis of reinforced concrete hall
Fišer, Jiří ; Bažant, Zdeněk (referee) ; Zich, Miloš (advisor)
The bachelor thesis deals with the static analysis and static design of individual components prefabricated halls. It also includes preparation of project documentation, drawings and drawing the shape of the reinforcement element. Bachelor thesis divided into two parts, technical reports and calculation part. Technical report addresses the specific terms of defining design and details of individual elements. Calculation of addressing specific design elements. Calculations were performed using SCIA Engineer and manual calculations.
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Design of selected parts of RC and masonry structures
Neužil, David ; Šulák, Pavel (referee) ; Švaříčková, Ivana (advisor)
Bachelor thesis describes the design selected part of reinforced concrete and brick construction on building of wine cellar and elaboration of reinforcemenet drawings of selected structural element. Building is decided to two parts entrance building and wine cellar. At the entrance are designed and assessed reinforced concrete perimeter walls, columns and beam which is situated on columns. In the cellar was assessed ceiling formed by a brick vault which failed to report and was designed rehabilitation using reinforced concrete reverse shell. Calculation of internal forces was performed by computer program SCIA Engineer.
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The sport hall in Třeboň
Kadlček, Dan ; Štrba, Michal (referee) ; Šmak, Milan (advisor)
The aim of bachelor´s thesis is design and assessment of bearing structure two-aisle multipurpose sports hall in Třeboň, which is designed from timber or steel. The main aisle is rectangular floor plan 26x45 m. The proportions of secondary aisle are 10x43 m. The main bearing structure causes as a frame or saddle truss supported by columns. Solid frame is made from steel, glued-laminated timber truss is solid, frame truss is made from solid timber or steel. Steel structure is made from steel S235, timber structure is made from solid C24 or glued-laminated GL24h timber. Purlin is designed from solid timber or steel.Columns are designed from glued-laminated timber or steel. Static analysis has been accomplished by student version of the SCIA Engineer 2011 software.
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The steel roof structure of a hall
Havíř, František ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
The aim of this bachelor’s thesis is to design the steel roof structure of a sport hall in the area of city Olomouc. The plan dimensions of the hall are 55,0 x 35,0 m and height is 15,0 m. The solution is chosen from two preliminary variants. The roof construction is on the cross-section formed by the unbalanced circular arc. The main load bearing structure is created by planar circular lattice frames with height 1,8 m, which are hinged on the columns at one side, and on the other side tailed to the underlying structure. Between main bearing arches are solid purlins, which are radially arranged. Spatial solidity is provided by transverse and longitudinal bracings.
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Footbridge
Smělíková, Petra ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
The topic of my Bachelor's thesis is a static assessment of a bearing structure of a current footbridge which is also used for cycling. It is placed in Kunovice near Uherské Hradiště. The length of span is 28 meters. Its construction is solved as space framework with through-span. Main beam is truss structure with upper saddle flange. The height of beam in the middle of the span is 2.5 meters and above supports is 1.5 meters. The calculation is done either by hand or using calculation program Scia Engineer 2012.0.
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