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Shopping gallery
Gargulák, Martin ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The objective of the diploma thesis is a design and a check of load-carrying steel structure of a shopping gallery. The project is designed in two options. The building is located in Vsetin. The total ground plan‘s dimensions are 51x54 metres. The height of the building in the highest point is 17 metres.The whole building is divided into two parts - entrance hall and free-storey building. For selected option the calculation of joints and column anchorage is performed as well as the design documentation.
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The Roofing of The Ecclesiastical Building
Lecián, Martin ; Hron, Lukáš (referee) ; Buchta, Stanislav (advisor)
Bachelor's thesis deals with wooden loadbearing structure the roofing of the ecclesiastical building with dimensions 15,5 x 17,5 meters in the village Chudcice northwest of Brno. The building is 16 meters high and the roof is 12 meters high. The main loadbearing roofing structure consists of corner rafters reinforced wood frame, here is placed joist floor of loft. The main beams are designed from glued laminated wood GL24, other supporting beams are designed from wood C22. The roof of the chapel is formed by intersection of two pyramidal roof and it is at an angle of 62°. Roof cladding is made of asphalt shingle. Bell stool with a bell is in the top of the roof. Technical equipment ensuring automatic chime is located in the loft. Connections of wooden beams are designed with steel joints.
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Supermarket in Olomouc
Brodecká, Denisa ; Bukovská, Pavla (referee) ; Pilgr, Milan (advisor)
The assigment for bachelor thesis was design and check of load-bearing steel structure in Olomouc in Moravia. The ground dimension are 24 x 40 m, height is 10 metres. The building construction is designed as a single hall with double-pitch roof and a slope 9°. Main frame is based on plate frame with anxial range 5 m. Transverse bracing ensure the rigidity of the structure from the plane of the frame. Wall cladding is storage on column and roof cladding is on purlins. The materiál used is steel S235. Bachelor thesis includes the assesment of the main load bearing structure elements, design of the selected details and their drawing solutions.
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Museum in Moravské Budějovice
Růžička, Tomáš ; Barnat,, Jan (referee) ; Pilgr, Milan (advisor)
The subject of the bachelor’s thesis is to design and check load-carrying steel structure of a single-nave hall. It consists of main frames, whose distance between axes is 5,8 metres. Main frame consists of web-plate columns and a roof truss girder. Ground plan sizes of the hall are 34x40,6 metres and maximum height is 12,72 metres. Designed object is situated in Moravske Budejovice.
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Superstructure of the backpart of the family house
Jetmar, Ondřej ; Šulák,, Pavel (referee) ; Strnad, Jiří (advisor)
The thesis accommodates a design of a slab made out of reinforced concrete. On one side, the slab overhangs the load-bearing mansonry. The thesis comprises two solutions. In the first solution, the overhung part of the slab is not supported while in the second solution is this part locally supported by pillars. The thesis contains two variants of the slab design and also evaluation of the results.
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Monolithic concrete building at sewerage plant
Klimeš, Petr ; Bažant, Zdeněk (referee) ; Strnad, Jiří (advisor)
Bachelor's thesis deals with design of monolithic concrete construction with a timber roof truss for a device of sewerage plant. This construction consists of these elements- strip foundation, walls with lintels, slab and timber trusses. This thesis contains static analysis of the component parts and their drawing documentation.
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Hall for Metal Production with Administrative Building
Kaňok, Vojtěch ; Melcher, Jindřich (referee) ; Karmazínová, Marcela (advisor)
This diploma thesis deals with the design of a metalworking shed with its adjacent administrative center. Both objects are statically independent. The buildings are located in the town of Bučovice. The dimensions of the shed are 54,78x72,58 m. There is an overhead crane situated in the middle wing. The shed‘s height is +11,62 m. The administrative building has L-shaped plan. Its dimensions are 27,62x8,13 m (the wider part is 15,63 m). The design of the administrative object has two variants. Both variants have composite steel-concrete ceiling structure. The heights of the objects are +11,20 m (A variant) and +18,20 m (B variant). For the A variant, drawings were also drawn up with the design and assessment of structural details and anchoring.
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Tennis Hall in Bystřice pod Hostýnem
Pospíšilová, Vendula ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The bachelor thesis is focused on a proposal and a review of load-carrying steel structure of the tennis hall for 3 tennis courts. The construction is located in Bystřice pod Hostýnem. The hall contains 11 main frames spaced by 5.8 m. It is a building of a rectangular plan with a groud plan dimensions of 38.0 x 58.0 m. The main support system includes cylindrical lattice truss, purlins, longitudinal and transverse bracing which secure the spatial rigidity of the construction. For analysis was used the programme Scia Engineer.
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Velodrom
Horký, Rostislav ; Pilgr, Milan (referee) ; Štrba, Michal (advisor)
Diploma thesis deals with desing and static assessment of supporting steel roof structure of velodrom. Climatic load is determined for location of city Znojmo. The thesis consists of technical report with comparison of 2 options solution, technical report of chosen variant, static report of main supporting parts and chosen connections, bill of materials quantities and drawing documentation. Computational model for evaluation of internal forces is realized in SCIA ENGINEER 17.01 software. Static report is created manually according to valid European standards.
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