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The cableway station Vranča-Kohútka
Pelc, Norbert ; Barnat, Jan (referee) ; Šmak, Milan (advisor)
The bachelor´s thesis is focused on alternative structural design of the base cableway station in Vranča, Zlín region. Structure is designed as a hall at rectangular floor plan 22x28 m. Material solution of the load-bearing structure consist of mixture of glutted laminated timber and solid timber. The snow load has the major impact on possible arrangement of the structure (mountain area). The major focus of the thesis is on structural details – frame joint and anchorage. The thesis includes the study which objective is an alternative design of the frame joints in consideration of global behavior of the structure.
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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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Fair Pavilion
Sengerová, Ingrid ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
Diploma thesis is developed the design and static assessment supporting steel structure Exhibition Hall of the overall ground dimensions 47x66m with a maximum height of 15.4 meters. Layout is designed in accordance with architectural requirements. The design is considered for Brno´s area. The proposal of roof system is designed in two versions whose dimensions are identical. The first option consists of a two-aisle hall object, parabolic truss girder, pin supported on fixed columns. The second variant also two-aisle building with truss frame structure assessed in static calculation. At the end of the thesis, comparison of both variants is elaborated. Design documentation, which consist layout drawing, drawing of truss for manufacturing, drawing indicative details and plan of anchorage, is a part od thesis
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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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The Roof Structure of a Multipurpose Sport Building
Michálek, Vojtěch ; Šmak, Milan (referee) ; Buchta, Stanislav (advisor)
The topic of the thesis is a project of roof of a multifunctional sport object with a ground-plan covering area 35x48m, and maximum height of 16m. This construction is projected for Brno and its surroundings. The project of roofing is evolved in two different variants. First one is formed by double-jointed arched latticed truss. Supporting components such as purlins, lateral and longitudal bracings, frontal column and anchorage are designed and assessed in static calculation. At the end of the thesis, comparison of both variants is elaborated. Design documentation, which consists of dispositional drawing, drawing of truss for manufacturing, drawing of indicative details and plan of anchorage, is a part of the thesis.
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Reconstruction and strengthening of reinforced concrete ceiling construction
Klimeš, Petr ; Zich, Miloš (referee) ; Perla, Jan (advisor)
The final thesis deals with strengthening of cast-in-place concrete ceiling in existing construction for couple of escalators. New prestressed beam, columns in new positions and strengthened girder with unbonded strands are building in this adjustments. Every member, including the existing construction, is verified for ultimate and serviceability limit state. Prestressed members are alternatively designed with bonded strands and these variants are comparison in terms of utilization and calculation.
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Steel structure of a military museum
Šašinka, Jakub ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The diploma thesis describes the design and assessment of steel structure of the roofing of the military museum in Králíky. The supporting structure of hall is 40.00 meters span. The total layout are 55.93 x 72.04 m, building height 11.43 m, 16.11 m pylon height. Main construction material is steel, grade S355, secondary constructions are made from steel grade S235, rods are made from steel grade S460. I did optimization of steel structure and chose the best option. For this option I made detailed structural analysis. It is prepared by static analysis of the main load-bearing parts of the structure, including joints and details. The supporting structure of hall consists in the transverse direction from the curved spatial lattice structure made of steel circular tubes which hang on rods on a sloped pylon. Part of the report is open-air roofing.
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Roofed Stands of Sports Stadium
Vild, Martin ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
In this master's thesis a steel structure of roofed stands of a sports stadium is developed. Inner forces and design of elements are solved with the program Scia Engineer. The computational model is designed as a three-dimensional bar structure. Main elements are also designed by hand for verification. Elements and joints are designed according to ČSN EN 1993. Anchorage of columns is designed as semi-stiff. Three variants differ in type of longitudinal bracing. The most convenient, a model with truss bracing, was worked out in detail.
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Roof structure of construction for social purposes
Bašista, Ján ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
The work treats the static recalculation of an existing roof structure of a construction for social purposes and proposes two variants of the design of a new roof structure. The construction has a rectangular ground plan of 30 m x 47 m and the roof structure is placed on the load bearing circumference concrete walls. Except for the load constituted by the function of the construction and by the climatic area, an extra load of 2 tons suspended at any place of the structure is considered because of the special requirement of working and technological equipment. The variant no. 1 is designed from the steel S355. The variant no. 2 is designed as a combination of the wood GL24h and the aluminium EN-AW 5083. Both of the variants have 11 transverse load bearing girders. The purlins are perpendicular to the girders and are placed on them. Stiffness is secured by roof stiffeners.
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The pavilion in the zoo Lešná
Petrík, Tomáš ; Puchner, Josef (referee) ; Šmak, Milan (advisor)
The subject of the diploma thesis is a processed design of a steel construction of a pavilion shaped by spherical segments. The pavilion has exhibition purpose as a part of the zoological garden Lešná, and is intended for African beasts. The design meets architectonical requests - roundness and luminosity. A shape of the pavilion consists of three intersecting cupolas with a frontal curved cut out for glass facade. Construction of the pavilion consists of the radial arranged arched ribs with transversal bars, which are supplemented by horizontal purlins. Forehead of the pavilion is formed by columns and girts. Cladding is designed in combination: aluminum profile and insulated glass. Comparison of alternative steel structure solutions is also a part of the diploma thesis.
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