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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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Roof Structure of Bus Station
Roušar, Martin ; Šmak,, Milan (referee) ; Barnat, Jan (advisor)
The scope of the thesis is to design a roof substructure bus station in the area of Vysoké Mýto. The structure is designed of steel S355. This is the platform on the roof of two islands. The thesis has been processed by solving two variants, each variant were considered the main structural elements and then comparison was made between the two variants. Of these, one variant was selected for further processing. The first variant has a plan shape of a triangle with maximum dimensions of 58.00 m x 26,75 m. The main load-bearing structure consists of steel columns and girders of rolled sections, or HEB of castellated beams. The girders is the roof structure from rolled I profiles. Covering the roof is designed from the glass with supporting substructure of aluminum profiles. Rigidity is ensured in two ways braces of steel bars. The second option (which was selected for further processing) is L - shaped ground plan with maximum dimensions of 55,25 m x 33.40 m. The main supporting structure is made of rolled steel frames, HEB profiles and rods of steel bars. Supporting roof structure is designed of steel rolled I profiles. Roofing is again solved using the glass structure of aluminum profiles. Rigidity is ensured in two ways braces of steel bars.
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The Roof Structure of Sport Building
Straka, Pavel ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The aim of the bachelor thesis is to design and assess wooden framework of roofing of multipurpose sport hall. The object is located in Moravské Budějovice. Ground plan dimensions are 40 m x 60 m and height is 10,7 m. The main load-bearing elements are full length beams, which statically acts as a double-jointed arches. The design is made of glued laminated wood, solid wood and connecting steel elements. The stability of beams is secured by purlins and transverse stiffeners. The substructure is designed with anchor blocks made of concrete situated on the foundation strips. The front walls are secured by columns and braces.
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Sports hall
Hellebrand, David ; Puchner, Josef (referee) ; Sýkora, Karel (advisor)
This bachelor’s thesis deals with a project of roof load-bearing structure of a sports hall situated nearby the city of Opava. The sports hall would be designed for common sports such as handball, football, tenis, voleyball or basketbal. Groun plan scantlings of the con-struction are of 36 x 48 m and clearance of 8 m. Hall travers bond is composed of 3 m high lattice frames that are hinge-connected to a housed joint. Accouplement between the sup-porting lattice frames is done due to longitudial effective purline which continue to the wall-mounted parts of the structure. Spatial rigidity is made safe due to sway bracings and purline.
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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 Roofing of The Multipurpose Building
Vojta, Radek ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
Aim of bachelor thesis was to design and assess timber framework of roofing multipurpose building. The building will be situated in Trebic. Ground plan dimensions of the building are 80.6 × 54.5 m and building height is 17.1 m. The building will have a curved shape with a radius of 30 m. The structure is designed from glued laminated timber, solid timber and steel connecting elements. Substructure will be solved by concrete anchor blocks on foundation strips. The main supporting element are trusses which statically acting as a double-jointed arches. Stability of trusses is securing by purlins together with bracings. Bracings are composed of four fields of cross bracings and longitudinal bracings. Gable walls will consist of columns with braces.
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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
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Load carring structure of a riding hall
Lička, Vojtěch ; Šmak,, Milan (referee) ; Sýkora, Karel (advisor)
The thesis focuses on a gantry of a riding hall, which will be realized in Opava region in the village Albertovec. This hall will serve for riding competitions. Proportions of the inner riding area are 20x60 metres. The gantry is constituted by 7 cross-links, which are formed by roof trusses and plane solid columns anchored into steel bases. Individual trusses are connected by 12 metres long lattice purlins. The strength of the construction is ensured by systems of stiffeners and the subsequent cover comprises of a roof and wall cover. Above the roof surface there is a lengthwise daylight.
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Multi-purpose sports building
Mešťan, Vojtěch ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
The objective of this Master´s thesis is to create and examine two versions of the project for a bearing steel structure of a multi-purpose sports building) in Polička. The multi-purpose sports hall has dimensions 33 x 48 metres with a terraced floory part that has dimensions 18 x 24 metres. The hall is made of cross-links from lattice truss placed on fixed columns. The structure ridgidity is by wind braces. The storey part is made coupled steel-conrete slabs attached to the columns. The ridgidity of the storey part is provided by lattice braces in traverse and longitudinal direction. The thesis in its detail focuses on individual parts of the construction and is carried out in compliance with the Eurocodes
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