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Steel Load-bearing Structure of administrative building
Kašíková, Anna ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
The thesis deals with the design of the load-bearing structure of an office building in Olomouc. The ground plan dimensions of the hall are 36 × 36 m, the height of the main nave is 17 m (4 GF), side 10. 7 m (3 GF). The spatial beam structure is formed by symmetrical transverse frame links in one direction, in the other direction by horizontal hinged elements. The roof structure is made of truss girders pin-supported on pillars at the main nave, and a flat roof beside the nave. The pillars are placed on the joints and spatial rigidity of the structure provides system of space bracings. The main material is S275.
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Departures Hall
Kubíček, Ján ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
This thesis focuses on the design and assessment of the supporting steel structure of departures hall for international airport Pardubice. The design is processed in two variants, one of which is selected and further elaborated. The hall contains one-story built for office and comercial use. To obtain the internal forces in the structure, modelling of the hall in the FEM computermodeling software was selected. The thesis includes manual assessment of selected elements and details, the assessment of elements in computational software, drawings and bill of material.
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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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Exhibition Gallery
Bednářová, Bronislava ; Barnat, Jan (referee) ; Bajer, Miroslav (advisor)
This master´s thesis is deal with design of steel structure of exhibition gallery. Layout od building is three-arm star, where each arm is rectangular with dimensions 6 x 18 m and arm has two floors. All three arms are connected to the hexagonal prism (space frame), which is on the second floor walkway and covered skylight. Maximum building height is 11.28 meters from the finished grade. The main structure of building is created by twelve frame in cross direction. The roof is flat. The surface of facade is glass created by aluminium structure.
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Car Showroom
Smrčka, Václav ; Buchta, Stanislav (referee) ; Bajer, Miroslav (advisor)
The aim of the thesis is to design and appreciation steel load-bearing structure of motor show. The object is situated in Brno. The Structure consist of tubes and rolling sections. The breadth of construction is 36,5m, lenght 42m and height in the heihest point is 13,2m. The structrure is consists of three parts. Show room, offices and workshop. The height of show room is 20m, offices 8,5m and workshop 8m. The show room consist of arched truss girder. The distance of each cross links is 6 m. Structural design were perfomered by Scia Engineer 2017 and hand computation.
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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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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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Warehouse Hall with Outbuilding
Honeš, Filip ; Ing. Milan Šmak, Ph.D (referee) ; Bajer, Miroslav (advisor)
Task of bachelor thesis deals with design of steel supporting structure at warehouse hall with outbuilding, which is situated in Kopřivnice. The hall is 18,0 m and extension is 6,0 m wide. Total hall´s lengh is 54,0 m. The main supporting elements are diagonal links, made from plain solid frame from rolled profiles with joint bearing on column base. Purlins are also proposed from plane solid profiles. The calculation has been done in Scia Engineer 2010 program and by hand calculation.
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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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Multi-storey building
Zaikin, Danil ; Bajer, Miroslav (referee) ; Bukovská, Pavla (advisor)
The subject of the thesis was the design of a multi-storey office building. In the transverse direction the building was designed as a three-tract 6.0 + 4.0 + 6.0 = 16 m. In the longitudinal direction 9x6.6 m = 59.4 m. The design was designed in several variants: articulated and frame in transverse directions. The joint variant was selected for detailed analysis.
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