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Analysis of structure using stages calculation
Čejková, Eva ; Nevařil, Aleš (referee) ; Vlk, Zbyněk (advisor)
Bachelor thesis deals with the roof structure, its static assessment and analysis phases of construction. It is a roofing tennis hall parabolic trusses, which are formed from steel. In the hall there are three tennis courts and space for an auditorium for spectators. The entire structure and calculations are processed in a static software RFEM by the Dlubal. Only the load cases are calculated manually.
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Shopping Center in Ivanovice na Hané
Čech, Martin ; Šmak, Milan (referee) ; Pilgr, Milan (advisor)
Work deals with design of steel structure of shopping center. It is a building with rectangular shape with dimensions 28 x 55 m and a height 11 m and with cylindrical roof with 50 m radius. Main frames are designed with 5,5 m distance and they are made of arc roof truss connected to steel plate columns. Exterior building envelope is made of Kingspan sandwich panels. Roof cladding is designed without purlins and curtain wall is fastened into side rails. Macalloy tension members are used to obtain spatial rigidity of the structure.
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Static solution of wood hall structures
Koch, Filip ; Zídek,, Rostislav (referee) ; Brdečko, Luděk (advisor)
The subject of the thesis is the design and assessment of the roof storage shed. The work addresses four different types of roof structures for hall´s ground plan in size of 12 x 24 m. For each structure is defined geometry, loads, internal forces and drawing up of the opinion of selected elements. The thesis also concerns some important structural details and their solutions. Location of the hall: Brno.
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Static provision of castle
Kulla, Lukáš ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages of construction and to consider the proposal in terms of ensuring the resistance of materials. Finally create a detailed documentation in the range suitable for performance. Based on engineering geology and visual survey was designed horizontal bracing prestressing cables at three levels. The first level "A" consists of a closed circuit of prestressed reinforced concrete passports, supplemented by the cross and construction of prestressed reinforced concrete passports. Next level "B,C" is used to secure the top of the building. Levels “B,C” are proposed using prestressed cable in spare cable channels.
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The Exhibition Gallery in Olomouc
Morcinková, Eliška ; Straka,, Bohumil (referee) ; Šmak, Milan (advisor)
The aim of this diploma thesis is the design of bearing construction of the Exhibition gallery in Olomouc. The building is of irregular shape with the biggest span of 50 m. The bearing structure in the highest point goes up to 14,6 m. The main design material is the glue-laminated timber GL24h and GL32h. The optimization of chosen parts of the structure has been made and the best option was then used in the detailed structural calculation. The bearing structure consists of circular columns to which the floor beams and roof trusses are connected. The irregular structure of the gallery comprises of three different roof types – flat trafficable roof, double-pitched glass roof formed by pitched cambered trusses and single-pitch roof spanning over the central part of a 20,7 m span. Within the thesis the design and check of the main structure members and connections has been made. The entire structure is pinned and its stiffness is secured by the system of tension rods and rigid floor and roof construction respectively.
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Mechanism of a one-cylinder spark ignition engine with elongated expansion
Tokař, Stanislav ; Novotný, Pavel (referee) ; Píštěk, Václav (advisor)
This thesis concentrates on the design of crank-type mechanism of engine with elongated expansion. The main attention is paid to examination of the progress of kinematic quantities and inertial forces in mechanism. Further on in the thesis, the analysis of piston-rod stress is carried out and is compared to the piston-rod of standard engine. In the last part of the thesis, there is an evaluation of advantages and disadvantages of the proposed mechanism solution.
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Steel structure of tribune
Hellebrand, David ; Hron, Lukáš (referee) ; Štrba, Michal (advisor)
This master’s thesis deals with a project of steel structure of roofed stand of a sports stadium situated nearby the city of Opava. Dimensions of roofed stand are 54 m x 10,5 m and height is 15 m. Structure is devidet into 9 parts, which are 6 m long. Design of elements and inner forces are solved with program SCIA Engineer. Computational model is designed as a three-dimensional bar structure. Two variants was solved in general and more convenient with a truss girder roof is work up in details.
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Three-Aisled Steel Building
Lečbych, Antonín ; Bajer, Miroslav (referee) ; Buchta, Stanislav (advisor)
The thesis contains the design and assessment of three-aisled steel building for small metal production. Supporting span of construction hall is 9, 18 and 9 m. In the middle wing is situated bridge crane with capacity of 2 tons. The estimated location of the object is Luhačovice. The initial design concept was specified by supervisor (as the idea of the investor/architect), for which was did static and structural solution and assembly details. For selected option was made a calculation of supporting structures and selected assembly details. The hall has a rectangular floor plan of 36x36m and ridge height is 9 m. The central wing is made of steel and side extensions are made of glued laminated timber.
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Steel Structure of the Office Building
Ruček, Martin ; Pilgr, Milan (referee) ; Hron, Lukáš (advisor)
Main concern of the thesis is a structural design of main load bearing elements of steel, four-storey high administration building. Designed building has 36 m long and 24 m wide rectangular footprint. Roof is shaped into a hyperbolic paraboloid surface. Main load bearing structure is consisting of six main cross sections formed by truss columns, and generally curved roof truss beams, accompanied by storey supporting frames with composite slabs. Overall shape of the roof is defined by warped surface. Cladding of the building is consisting of aluminium facade system.
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