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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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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 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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Industrial building
Nitková, Jana ; Buchta, Stanislav (referee) ; Sýkora, Karel (advisor)
The bachelor thesis contains design of steel one-aisle industrial building with span 24 m, lenght 63 m and height of the holder of a crane track girder 8,7m. There are two overhead cranes with load capacity 12,5 tons and 32/8 tons in industrial building. The structural material hall is made of steel S 235. The drawings includes transverse and longitudinal section, platform and manufacturing drawing of continuous truss.
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Structure Design of Exhibition Pavilion
Ruček, Martin ; Šmak, Milan (referee) ; Hron, Lukáš (advisor)
Concern of my thesis is to design the main load carrying structure of an exhibiton pavilion. The pavilion itself has circle shaped footprint, 55 m in diameter. Height of the building is then 15 m. The main structure consists of planar truss elements with generally curved upper and lower chords. The web of main truss element is designed as a perforated steel wall. Structural analysis and dimension design of main truss element is realised via axis model with rigid nodes, and verified on an accurate numerical model of a truss with web modelled as a perforated steel wall. Building is designed to be situated at exhibition area of Olomouc city. Design involves all the critical cross sections, and also selected mounting joints.
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Rehabilitation and extension of the steel building
Výborný, Martin ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
Project deals with reconstruction and extension of steel structure according to the current norms while being focused on utilizing materials used in the original structure and on simple erection. It is about a former milk-drying factory with investor`s requirements to lower the height and increase the floor area. After the consideration of variants it was decided to select the one that provides the investor with the best economic results. Both modern software and manual calculations were used when designing the project.
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Static analysis of the timber roof structure
Sedlák, Petr ; Gratza, Roman (referee) ; Kytýr, Jiří (advisor)
This thesis with the numerical modeling and assessment has been carried timber roof structure of the gymnasium hall of the elementary school TGM at Bílovec. The study was realized in program system ANSYS. They are created a variety 2D and 3D numerical models which are assessed according to current normative regulations.
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Static solution of timber structure
Burza, Martin ; Zídek, Rostislav (referee) ; Brdečko, Luděk (advisor)
The Bachelor thesis is focused on an analysis of a wooden house truss. The first part deals with the load acting on spatially complex roof structure which is modeled in the Scia Engineer 2012 analysis software. Furthermore, the work considers the most stressed cross sections of wood elements and selected joints. In conclusion, the Bachelor´s thesis evaluates the original construction design.
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Static analysis of wooden truss
Cicálková, Eliška ; Zídek, Rostislav (referee) ; Vlk, Zbyněk (advisor)
Bachelor work is processed as static calculation of traditional wooden roof. For analysis of structural model is used program using finite element method (FEM) - Dlubal RFEM 4. According to the actual implementation is modeled brace calculating model. Here separate construction elements are assessed the first and the second limit states - ultimate limit state and serviceability limit state. Nail connection is maked at the close of work. It´s connections of roof tie and rafter.
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