|
|
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.
|
|
|
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.
|
|
|
Array of Stell Aggregate Bins
Krchnák, Martin ; Bajer, Miroslav (referee) ; Brosch, Petr (advisor)
This diploma thesis describes the design and assessment of steel structural design of the steel aggregate bins including roofing. The construction has a ground plan of about 33 x 9 m and it is divided into 8 cells bins. Main material is steel, grade S355 and S235. There is developed a static analysis of the main load-bearing parts of the structure, including joints and selected details.
|
|
|
Agricultural Building
Németh, Matěj ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The aim of this thesis was to design and assess of steel structure primarily use for deposit of agricultural machinery alternatively used as associated storage space. Location of object is situated in village of Uhřínovice near Voděrady. Fundamental dimensions of the floor plan are 18 × 48 meters with the height in the top of the gable roof 7,5 meters. The transversal bond is two-hinged frame with span of 18 meters. Height of the columns is 5,2 meters. The main frames are orderly placed with 6 meters space in between them. Cladding is made from multi-layered composite panel system made by Kingspan. Spatial rigidity of the structure in transversal way is supported by main frames and in the longitudinal way is being supported by sway bracing. Used material is construction steel S235.
|
|
|
Reconstruction of the Building for Storage
Heger, Petr ; Buchta, Stanislav (referee) ; Hron, Lukáš (advisor)
The subject of this bachelor’s thesis is to design the extension of the steel structure of the storage hall. The task is to double the platform area from 18 x 18 m up to 36x18 m with the height of 7,5 m. It is required to use as much of existing profiles as possible. The structure is located in Znojmo. The original roof structure is made of truss girders with the segmently curved lower girdle. The span of main frame is 18 m and the axial distance of main frames is 6 m. All girders are pinned. In extended structure is used the plate girder. Spatial rigidity of the structure is made by wall and roof bracing. The static calculation of main load-bearing elements including joints and specific details was made for the structure. The technical report and drawings were specified by the supervisor. For design of the structure were used valid standards ČSN EN.
|
|
|
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.
|
|
|
Exhibition pavilion
Nováček, Tomáš ; Šmak, Milan (referee) ; Sýkora, Karel (advisor)
Master´s thesis describes the structural design of the load bearing steel structure of exhibition hall located in Brněnské Výstaviště. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s structure formed by the parabolic main frames at a distance of 6 m apart, which are placed in a rectangular plan of 36 x 36 m. As the main material of load bearing elements was used a steel S355. The hall is designed for exhibitions and social occasions. The work contains a statical calculation, which assessed individual cross sections and joins.
|
|
|
Building of Metal Production in Litomyšl
Hurych, Marek ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
The assigment for my bachelor thesis was to design of load-bearing stell structure of the hall for metal production. The ground plan of the structure is 16x30 metres with distance of cross frames 6 metres. The height of cross frames is variable. The hall consists of the columns with variable cross section connected with straights with variable cross section, it is designed as a threeway-articulated frame. My bachelor thesis includes the assesment of the main load bearing structure elements, solution of the selected details and drawing up detail plans of the solving joints.
|
|
|
Cowhouse in Králíky
Nováček, Tomáš ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
Bachelor thesis describes the structural design of the load bearing steel structure of cowhouse located in the municipality Králíky. The structure is designed according to the normative requirements of ČSN EN for ultimate and serviceability limit state. It´s a structure formed by the main frames at a distance of 5 m apart, which are placed in a rectangular plan of 30 x 60 m. As the main material of load bearing elements was used a steel S355. The specificity of the structure is location in a place with above average snow and wind loads. The couwhouse is intended for housing hundred and fifty cows. The work consists of a static calculation, which assessed individual cross sections and joints.
|
|
|
Car showroom
Kováčová, Zuzana ; Barnat, Jan (referee) ; Štrba, Michal (advisor)
The subject of the Bachelor thesis is a static and structural design of a steel construction of a car showroom in Trnava. I tis a two-bay construction with a mono-pitched roof. As a first, the load was calculated, next the structural version was determinet. Structural analysis was made with Dlubal RFEM software. Main load-bearing elements were designed and checked, including reinforcing members, column anchorage and selected connections. Were made a calculations, drawing documentation and technical report.
|
guest ::
