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Steel load-bearing structure of a sport hall
Hrtoň, Vít ; Horáček, Martin (referee) ; Balázs, Ivan (advisor)
The project's purpose is to create a design of a steel load-bearing structure of a sports hall with a floor plan measuring 30 x 63 m in dimension. The structure will be used for common indoor sports and consists of main trusses with parabolic chords and piston rods. The trusses are pinned on columns. The centre to centre spacing between the trusses is 9 m. The Columns are fixed to their bases.The Rigidity of the main frame is ensured by a sway and longitudinal bracing system. All bars are rolled steel profiles and are designed according to current ČSN EN standards. All elements are made from class S 235, S 355 or S 460 steel.
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Airport Terminal
Fojtík, Petr ; Barnat, Jan (referee) ; Pilgr, Milan (advisor)
My diploma thesis is focused on design and assessment of structural system of airport terminal. The design is processed in two options. Both of them has the same dimensions but structural system is changed. Floor plan is in the shape of part of annulus. Width of the hall is changing, in the middle of the hall is aproximatly 90 m. Length is 52,5 m, 10 m of this length is porch. Roof slope is 3° towards to the front of the hall.
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Airport Terminal
Pospíšilová, Vendula ; Horáček, Martin (referee) ; Pilgr, Milan (advisor)
The diploma thesis is focused on a proposal and review of load-carrying steel structure of the airport terminal. The object is located in Zlín. It is a building of a rectangular plan with a ground plan dimensions of 75.0 x 54.0 m. The hall contains 10 main frames spaced by 6.0 m. The total height of the object is variable from 11.5 m to 19.9 m. The part of the construction is composite steel – concrete floor structure with a ground plan dimensions of 75.0 m x 27.0 m. The spatial rigidity of the construction is obtain by bracing. The cladding of the roof and the side walls is designed by sendwich panels, the cladding of the face walls is made by the glass facade system.
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Museum pavilion in Frýdlant nad Ostravicí
Hýblová, Kateřina ; Hron, Lukáš (referee) ; Pilgr, Milan (advisor)
The submitton of my thesis was to design a load carving structure for the exhibitional purposes of a museum. The plan of the structure is 18 x 30 m with the distance of the main frames of 6 m. The beight of the main frames is variable. The building consists of plate columns and a bent plate-shaped foof girder. The work includes: the validaion of the main structural elements, solution of some chosen details, elaboration of detailed drawings of the used connections (joints).
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Tennis hall
Vachutková, Alžběta ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
The aim of the bachelor thesis was the design and assessment of the steel supporting structure of the sports hall in Litovel. The main frame is formed by a double-braced frame in the shape of a mansard with a span of 24 m and a plan length of 50 m. The height in the centre of the main frame is 12 m and the axial distance of these frames is 5 m. The used material is steel S 355. The joints of the frame and the effect of their stiffness on the results of the computational model are discussed. Thesis includes the assessment of selected load-bearing elements, details and their drawing documentation.
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Roof Structure of Collection Yard
Sýkora, Jiří ; Štrba, Michal (referee) ; Pilgr, Milan (advisor)
The roof structure has plan dimensions of 9.15 m in width and 38.4 m in length, the height of the structure is approximately 5.9 m. The planar load-carrying system in the transverse direction consists of a fixed column and a beam with a slope of 8°, which is supported by the column both directly in the middle of the length and by means of hinges in quarters of the length. These transverse support systems are spaced at 6 m intervals. The roof cladding made of profiled steel sheeting metal is supported on plain purlins placed perpendicularly on the load-carrying system. The spatial rigidity of the structure is ensured in the transverse direction by the fixed of the columns and in the longitudinal direction by the truss bracing. The supporting structure consists of hot rolled steel profiles.
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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.
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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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Production hall with administrative build-in structure
Šenk, Josef ; Štrba, Michal (referee) ; Barnat, Jan (advisor)
My bachelor’s thesis contains design and assessment of steel structure of production hall with build-in administrative part located in Hrušovany u Brna. The dimensions of the ground plan are 12 x 50 m and the height of the structure is 9 m. The supporting structure consists of transverse frames. Distance of each transverse frame is 5 m. The frame structure is made of steel IPE profiles and is designed as a three-hinged frame. All frames are connected by longitudinal bracings. The spatial rigidity of the structure is provided by sway bracings. The dimensions of the ground plan of the build-in administrative part are 11 x 14,75m. The structure of ceiling is designed as steel-concrete composite structure. The steel structure of production hall and build-in administrative part is made of S235 steel.
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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.
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