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Steel Load-bearing Structure of a Car Showroom and Repair Centre
Thomanková, Lucie ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
Diploma thesis includes design and examination of steel load-carrying structure. Construction includes car deal warehouse and car repair shop with extension for car varnishing. Car deal warehouse has ground dimensions 22 x 30 m and total high 10 m. Main frame is composed of Vierendeel trusses with arc shape. Car repair shop has ground dimensions 20 x 30 m and total high 10 m. Main frame is composed of truss girders and web-plate columns. Frame extension has ground dimension 20 x 10 m and total high 6,4 m. Cladding is composed of sandwich panels. Store´s gable wall and a part of the roof are glass. Climatic load is intended for locality Ostrava.
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Two Bay Industrial Hall
Hetmer, Jakub ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This bachelor´s thesis "two-bay industrial hall" is processed in the form of project documentation according to applicable regulations. It is a steel hall. It is designed as a single-storey, two-bay with a gable roof. The hall is located in Brno. Main structure consists of planar cross coupling, which is stored on restraint articulated columns. The construction is designed 9 cross ties and spacing of individual bonds is 6.0 m in the extreme lateral links are hinged mounted columns with stored axial length 6.0 m, which are secured lattice bracing longitudinal forces from the effects of wind. All columns are stored on concrete footings. In the longitudinal direction of the object is reinforced by transverse glue press in the plane of the roof and walls. Lateral bracing is located in the outer fields of the structure. Purlins and side runner are statically designed as simple beams, stored in the longitudinal direction of the transverse links and columns.
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Two-aisle hall
Zehnálek, David ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is the design of the supporting steel structure two-aisle hall in the town Austerlitz. Plan dimensions of the building are 72 x 54 m main body is cross-link a span of 24 and 30 m and height of the top of the aisle 8.60 and 8.75 m, which is clamped to the base structure. Binding is composed of trusses and columns. Trusses are hinged on columns. The spatial rigidity of the structure is ensured by cross braces. Roof cladding and walls will be made using sandwich panels.
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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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Theatre House in Kuřim
Petr, Radovan ; Bajer, Miroslav (referee) ; Barnat, Jan (advisor)
The theme of the master´s theses is to design a wooden structure of city theater with internal steel construction. The concept of wooden structure is developed in two versions according to standard ČSN EN. The theses solve the static effect of the construction and design of individual parts and materials. Theater has dimensions 49.0 x 25.6 m, max. height of 12.5 meters. The construstion is devise to withstand a weight and applicability. The supporting structure of the roof is solved using by 13 arched plate girders. The second variant is designed as arched truss girders. The gable wall is glassed-in, glass envelopes support by wooden structure with columns and side runners. The work also includes solutions for joins and construction details. The structure was solved in the program RSTAB Dlubal 8. The assessment of the components was done using additional module TIMBER Pro. First Variant of plate girder was checking by manual report. The work includes drawings.
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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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Hall for Sport Purposes in Lipník nad Bečvou
Kožík, Jiří ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
This bachelor´s thesis " hall for sport purposes in Lipník nad Bečvou" is processed in the form of project documentation according to applicable regulations. It is a steel hall. It is designed as a single-storey, one-bay with a gable roof. The hall is located in Lipnik nad Bečvou..Main structure consists of portal frames, which is stored on restraint articulated on concrete footings.
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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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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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Outdoor Crane Runway of Car Cemetery in Bzenec
Trachtulcová, Šárka ; Sýkora, Karel (referee) ; Pilgr, Milan (advisor)
The content of this bachelor thesis is a design of a steel structure outdoor crane runway for running bridge crane carrying capacity of 32 t. Crane runway is located at car cementery in a town Bzenec. The proposal is made for the crane runway gauge of 22.5 meters and a length of 60 m. Crane track is made from solid columns with 8.0 m height and 12 m spacing, main beams crane runway, truss horizontal reinforcing beam and the reinforcing beam in an inclined plane. Part of the crane runway are also brake bracing and foundations. The basic material is steel strength grade S235.
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