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Parking building
Růžička, Jan ; Sýkora, Karel (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is to design a steel structure of the parking building in the center of Brno. The plan dimensions of the building are 29 x 77.5 m including a missing corner of the dimensions 5 x 12.5 m in the southeast part of the construction. The construction of the parking building has 4 above-ground floors with the same layout and the fifth floor situated only in the middle section of the construction. Each floor is 3.5 m high. The total height of the construction in the place of the roofed part of the fifth floor is 17.5 m, otherwise 14 m. A spatial frame is the main load-bearing part consisting of 7 fields in the longitudinal direction and 5 fields in the transversal direction. The spatial frame is formed of columns and longitudinal and transversal girders. Steel-concrete composite joists are pin-supported among longitudinal girders. The construction of the parking building is solved in three versions considering different placing of columns to the base structure and different placing of longitudinal and transversal girders to the columns. The resulting draft is worked out in details. Roof cladding will be made using sandwich panels and walls will be made out of glass panels. The calculation has been done in Scia Engineer 2014 program and by manual calculation.
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Sports hall
Štelc, Martin ; Straka, Bohumil (referee) ; Sýkora, Karel (advisor)
This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.
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Curling building
Nováková, Hana ; Buchta, Stanislav (referee) ; Pilgr, Milan (advisor)
Design of load bearing steel structure of a curling building. Examination of main load bearing building blocks. Examination of selected details. Drawing of disposition and selected details. Elaboration of manufactory drawings of chosen segments.
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Industrial hall
Forman, Radek ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Two-bay hall for warehouse and manufacturing purposes with supporting steel structure and thermally insulating sheating with width of 36 metres and lenght of 72 metres. The hall incorporates two overhead cranes with maximum load of 32 and 40 tonnes. The main supporting structure is a system of plate girders and beams. The beams are connected with hinges and are placed with intervals of 6 metres. The hall design is intended for 1st snowing area
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Office and logictic building
Navrátil, Ondřej ; Ing. Michal Štrba. Ph.D. (referee) ; Pilgr, Milan (advisor)
Design of a steel supporting structure for one-storeyed hall based on ground plan of 60 x 80 m, clear height 10 m and total height 13,3 m. In the front part there is along the whole widht designed two-storeyed skeleton structure penetrating into the hall. From the second floor rods supported frontal part which exceeds ground plan by 2 m and on the right side is closed by pre-set cylindric structure with radius 8,6 m which covers the right frontal corner of building. The cylindric structure is around its perimeter distanced max 3,6 m from hall grand plan and is supported by posts. Both spaces had saddle roof with 8% slant, gutter edge in height 11,6 m, top line in height 12,8 m. Walls are around perimeter closed by horizontal atic in height of 13,3 m. Shape and dimensional design, load specification – stady, utility, climacic load. Calculation of imide forces and further static dimensioning of the main supporting elements and selected details. Elaboration of design documentation (dosposition, production drawing of the anchorage plan, details definited by project supervizor).
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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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Warehouse Hall with Outbuilding
Růžička, Jan ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the work is to design steel structure warehouse hall with outbuilding in the city of Brno. Plan dimensions of the building are 24x48m. The main supporting part is diagonal links with range 18m and a height in the top of the ship 8.9m, which is hinged to the base structure. The main structure is articulated outbuilding with dimensions 6x48m and height in the top 5.6m. Diagonal frame links are formed of beams and columns. Among the main support frames are thin-walled solid purlins reinforced rods. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels. The calculation has been done in Scia Engineer 2012 program and by hand calculation.
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Bonded Warehouse in Uherský Brod
Šotkovský, Jakub ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The subject of my bachelor’s thesis was to design and assess a steel structure warehouse in Uherský Brod. It is a single hall with a gabled roof with a ground plan dimensions of 30 x 42 m and a height of 8 m. The slope of the roof plane is 7.595 °. The main load-bearing structural system consists of eight cross-frame links. The hall is claded by sandwich insulation panels Kingspan. The whole steel structure is made of steel S 235.
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The roofing of a railway station
Olbert, Jan ; Šmak, Milan (referee) ; Puchner, Josef (advisor)
The goal of this thesis is structural design of railway station lobby steel roofing. The construction dimensions are 63,0 m x 300,0 m with height adapted for railway vehicles traffic according to ČSN 73 6320 technical standard. The two-bay hall cross coupling consists of lattice trusses mounted on restrained columns. Axial spacing between individual bonds is 4,0 m. In the longitudinal direction the stability of articulated columns is secured by truss bracing placed in the roof and walls.
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The Roofing of Terraces of a Stadium
Bartoň, Radek ; Sýkora, Karel (referee) ; Puchner, Josef (advisor)
My task was to propose and consider steel structure of roofing of a terraces on an athletic stadium. Terraces, with the ground-plan dimensions 12,0 x 80,0 m, are designed as a reinforced concrete structure and its structural analysis is not included in this thesis. Construction is situated in area of Rožnov pod Radhoštěm, which meant, It had to be accounted with considerable variable loads (wind, snow), which is associated with enlargement of a cross-sections. Cross sections of the main elements were proposed and considered and also selected joints and details of the structure. Assigned drawings are included in attachments of the thesis.
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