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Strength design and deformation analysis of the truss construction.
Ryšánek, Michal ; Nedělka, Pavel (referee) ; Vrbka, Jan (advisor)
This Bachelor thesis is focused on strength design and strain-stress analysis of truss construction. Simplified as a plain truss construction. One of the main goals of this thesis is calculate stresses for each member of the construction, depending on the load position. The cross section of beams were designed respecting safety conditions. The influence of the gravity field was not taken into account.
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Strength design of the truss construction
Rašovská, Hana ; Horníková, Jana (referee) ; Vrbka, Jan (advisor)
Bachelor thesis deals with strength, stress and strain analysis of the plain truss construction. The aim of the thesis is calculation the size of forces for two storage of the system with resultant suggestion of the cross- section geometry. The different position of the load is also considered. Further the influence of gravitational field of the Earth is reviewed as well as displacements in characteristic places, in construction is defined.
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Methods for reconstruction of the bar system
Kouřil, Jan ; Krpalek, David (referee) ; Florian, Zdeněk (advisor)
This work is focused on ways of reconstruction bar systems. The purpose of the study is to compare and evaluate the mobility and load change in the bars in case of change the bar structure. There are also carried out the methods for calculating the bar system. All reconstructions and calculations are performed on a simple truss bridge construction. ANSYS software was used to view the reconstructed deformation and loading system at the end of work.
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Stress, strength and strain analysis of the crane truss construction.
Nedělka, Pavel ; Borák, Libor (referee) ; Vrbka, Jan (advisor)
This bachelor thesis deals with stress, strength and strain analysis of the plane crane truss construction. The aim of this work is the calculation of forces for the simple frame with the help of joint equilibrium equations. These forces will be modified by further construction treatment. This treatment turns the simply frame into the hyperstatic system. The obtained values data are the input data for the design of geometry of particular bars. The unknown dimensions will be determined by two strenght limit states. These limits are: limit state of elasticity and limit state of stability. Then we will make the strain analysis. It will determine the displacement in the action of the force, the effect of actual clearance as well as the brace failury effect to the construction safety. Further will be determined the influence of the weight of the construction to the strenght.
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The roof construction of an ice-hockey field
Pauer, Jan ; Bukovská, Pavla (referee) ; Štrba, Michal (advisor)
The Bachelor´s thesis deals with supproting steel structure roof of ice rink for sport and recreation use in Kyjov. As the main material of bearing elements was designed steel S355. The building has a rectangular shape with dimensions of 30 x 60 m, clear hight at the highest point is 8 m. The supporting structure consist of columns and arched truss girder. The distance of each cross links is 5 m. In the structure design is deal with two variants of supporting system. For the chosen variant is further processed a static calculation of the main structural elements including selected details and drawing documentation.
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Multipurpose Sport Hall
Jakubíček, Tomáš ; Barnat, Jan (referee) ; Buchta, Stanislav (advisor)
I designed supporting structure of roofing for multipurpose sports hall located in Pardubice. Building height is 15 meters and the other two dimensions are 50x80 meters. It is an arched truss construction, which is located above the roof deck. The arch is asymmetrically supported with a height difference of supports 6.5 m. The actual frame is made out of steel S355 and is formed by circular profiles. The solution chosen offers free ceiling inside the hall and shows the supporting structures. Part of my bachelor thesis was to made static calculations and drawings.
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The Three Aisled Storage Building
Malý, Jan ; Sýkora, Karel (referee) ; Buchta, Stanislav (advisor)
The subject of this bachelor´s thesis is the design and assessment of steel structure three-aisled storage building. The width of the side aisles is 12 meters and the width of the main aisles is 24 meters. The length of storage building is 60 meters. The height of the building is 14.65 meters. In the main aisles traversed, by two bridge cranes, each with a capacity of 5 tons. The supporting structure consists of main truss, the distance is 6 meters. Storage building is designed for the area of Zlín.
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Design of roof timber structure for the central station in Brno
Sikorová, Radka ; Šmak, Milan (referee) ; Straka, Bohumil (advisor)
This bachelor’s thesis deals with a design of loadbearing structure of roofing of the railway station in Brno. The main truss is a three-hinged arch which is maid of glued laminated timber with a span of 70,0m and a high of 11,7m. Arches are supported on the foundation by means of steel pivot joint. The conection between arches are provided by the purlins, their length is from 4,486m to 5,000m. The structure is horizontally curved by diameter R=600,0m, a length of centre-line is 445,5m. A spatial rigidity of the structure is provided by the cross and longitudinal bracings.
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Steel Structure of Footbal Grandstand
Kloss, Tomáš ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
The aim of this bachelor´s thesis is to design and check the football grandstand roof construction with ground plan dimensions of 30 x 105 m and a height of 20.5 m. Climatic loading is determinated for the location of the construction site - Ostrava. The resulting structural system was chosen spatially co-composed of trusses, purlins trusses, transverse and longitudinal stiffeners, columns and struts. The shape of the roof, which commemorates the air wing, is creating difficult conditions for wrapping air currents. Parts of the work are: technical report, structural analysis of the main structural elements and selected connections and drawings. The computational model for determination of internal forces is implemented in Scia Engineer. The review is created manually according to valid European standards.
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Steel structure of an industrial building
Blaška, Jan ; Pilgr, Milan (referee) ; Sýkora, Karel (advisor)
The bachelor thesis is about designing the single-aisle industrial hall bearing structure. The width of the hall is 18 meters, the length is 63 meters and height of the holder of a crane track girder is 12,3 meters. There are two trolley cranes in the building. Their carry capacities are 20/5 t and 32/8 tons. The main bearing components are the transversal restrained columns and strut-frame stringers. The purlins are strut-frame. The structure is designed for the district of Blansko.
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