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Dissertations / Theses on the topic 'Truss purlin'

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Published: 4 June 2021

Last updated: 5 February 2022

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1

Holec, Tomáš. "Přepočet a alternativní návrh ocelové konstrukce zimního stadionu v Jindřichově Hradci." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240268.

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The subject of this thesis is the conversion and alternative proposal to the existing steel structure roofing the winter stadium in Jindrichuv Hradec. The building has a rectangular plan with dimensions of 80 x 52 m. The roof structure consists of lattice trusses and purlins, plotted using lattice steel columns. The other possibilities are parabolic lattice trusses and purlin with fly bracing that were designed and evaluated in accordance with applicable standards. The solution using parabolic trusses is designed on the original footprint of the structure. The distance of each bond is 8 m.

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2

Baculak, Ladislav. "Zastřešení nádvoří administrativních budov." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409847.

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Diploma thesis describes the design and assessment of the roof structure that covers the courtyard of office buildings. Structure has a regular floor plan and roof height is 15,0 m. The material if the structure is steel S355, bolts 8.8., steel of the pins is S355. Construction is located in Brno. Two options were produced and designed, evaluated according to the latest standards.

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3

Makiš, Daniel. "Ocelová konstrukce víceúčelové haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392308.

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The subject of diploma thesis is design and static assessment of steel structure of multipurpose hall. Construction is located in the city Brno. The floor plan is rectangular with dimensions 60 x 80 m. Headroom of the structure is 12,5 m and total height is 16,5 m. A main frame is created of arch truss supported by column and truss structure on both sides. The main frames are joined by purlins. Final support structure was selected from two preliminary variants. For the selected variant was made static calculation of main bearing elements including joints and anchoring, technical report, drawings and bill of quantities.

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4

Trachtulcová, Šárka. "Výrobní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372106.

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The subject of this diploma thesis is desigh and assessment of steel structure industrial building. This hall has two bays. The width of the main bay is 30 metres, the width of the second bay is 15 metres. The length of building is 90 metres. Load-bearing system is created of three fixed columns with pin-supported truss beams between. Construction of roof is designed as truss purlin system. There is a bridge crane of 32 tons capacity. The building is situated in area of Uherské Hradiště.

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5

Pijáčková, Jana. "Zastřešení sportovního stadionu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226076.

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The subject of this thesis was to develop a conversion and a variant of the existing steel structure roofing ice rink in Třinec. The building has a rectangular plan on pages 90 m x 60 m, minimum headroom inside the building is given with regard to the requirements of operation. The roof structure is stored in steel and concrete columns around the perimeter at a distance of 7.5 m. Variant solution for the design of new steel roof structure was chosen arc grate. The design consists of 13 main arc lattice girders in the transverse direction for a distance of 7.5 m in the longitudinal direction of the structure consisting of planar lattice strips (girders) and purlins. All this is complemented by a reinforced system. Two dimensions are retained.

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6

Růžička, Tomáš. "Přepočet a variantní návrh ocelové konstrukce zastřešení zimního stadionu v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265352.

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Object of this master thesis is the static verification and variant desing of roof structure of winter sport stadium in Jihlava city. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins. Axial distances of main girders are 12m. Concrete columns are a support to main girders. The variant desing of roof uses truss girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure have been evaluated according to actual normative rules. The static assessment of the existing structure is not satisfied from viewpoint of ultimate and serviceability limit states (in some elements). The static assessment of the new structure is satisfied from the viewpoint of both limit states.

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7

Janoušek, Vít. "Ocelová konstrukce průmyslové haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225531.

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The diploma thesis contains design of steel one-aisle industrial hall with span 24 m, length 63 m and height of the holder of a crane track girder 8,7 m. In hall are two overhead cranes, first with load capacity 50 tons and second with load capacity 32 tons. Main structural material is steel S 450. Is processed several versions and one is processed in detail. Drawings contain platform and section of hall and manufacturing drawings of crane runway.

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8

Bém, Miroslav. "Víceúčelová sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227528.

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The aim of the master’s thesis is design and assessment of multipurpose sport hall structure. located in Moravské Budějovice. The hall has rectangular ground plan and it is 40 m wide and 48 long. The proposal is developed in four variants according to ČSN EN. Structure is composed of rolling sections and tubes. The main bearing components are arched trusses. In both gable walls are designed steel truss columns. Structure has been accomplished by Scia Engineer 14 and hand computation

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9

Malý, Jan. "Objekt pro průmyslovou výrobu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265431.

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The subject of this diploma´s thesis is the design and assessment of steel structure two-bay building for industrial production. The width of the side aisles is 15 meters and the width of the main aisles is 35 meters. The length of industrial building is 90 meters. The height of the building is 17.4 meters. Steel structure of main aisles consists of main truss, the distance is 6 meters. The main truss consists of truss girder and fixed column. In the main aisles traversed, by bridge crane with a capacity of 20 tons. Steel structure of side aisles consists frame construction. The building for industrial production is designed for the area of Blansko.

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10

Balázs, Ivan. "Nosná konstrukce objektu kulturního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225529.

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The aim of the master´s thesis is to design a load bearing steel structure of a community centre in accordance with architectural requirements. The structure consists of a main aisle and two extensions beside. The length of the structure is 62 m, the width 42 m and maximum height 15 m. The main load bearing elements of the structure are transversal restrained columns and truss roof beams. The roof beam for the main aisle is made up of tubes and arched. The lower and upper beams of roof beams for the extensions are straight. The distance between the main columns in 12 m. The purlins for the main aisle are truss structures with arched lower beam, the purlins for the extensions have straight lower beams of truss. There is a storey in the extensions. The structure of ceiling consists of girders and interlocked concrete plate in trapezoid metal plate. The structure is designed for the district of Brno. It is designed in accordance with the ČSN EN 1993 standard.

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11

Kerouš, Jakub. "Nosná ocelová konstrukce zastřešení sportovního stadionu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265567.

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This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 82,8 m length and 29,0 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,6 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, prefeable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.

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12

Valentová, Monika. "Ocelová konstrukce víceúčelové sportovní haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227247.

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The subject of this dissertation is to design the steel structure of the multipurpose sport hall in Pardubice. The platform dimensions are 50,0 m x 60,0 m. Headroom of the structure is +12,347 m and the total height is +15,026 m. The main frame is created by column on one side and by the spatial truss arc beam.This main frame was chosen duet the evaluation of preliminary design of two variants. The static calculation of main load-bearing elements including joints and specific details was made for the selected option. The technical report and drawings specified by the supervisor. For design of the structure were used valid standards ČSN EN.

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13

Pešák, Radek. "Nákupní centrum ve Frýdku-Místku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391983.

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The aim of the diploma thesis is to construct a steel shopping mall hall. The construction is located in Frýdek-Místek. The whole object can be divided in two parts. One part of the building is an atrium with a cross bridge made from glass. The roof construction of the atrium is designed as system of cylindrical lattice girders within purlins are set up. The other part of the construction is multistoried shopping mall with terrace designed as composite steel and concrete structure. The whole ground plan size of the construction is 72 m x 120 m. The height of the construction above the ground is 12.06 m. The cross-links are built up to 6 m one. There were created two versions of the construction. The most convenient version is described in more details. The outcome of the thesis is a comparison of two above mentioned versions. The whole project is based on officially recognised standard ČSN EN. The construction was designed in RFEM programme.

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14

Kárník, Miroslav. "Zimní stadion." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392216.

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The goal of the diploma thesis is to design and assess a steel structure of ice stadium in Česká Třebová. The ground plan dimensions of the load–bearing structure are 66 meters in width and 66 meters in length. The maximal height of the structure is 15 meters. The main frames are made of truss girders of elliptical shape. The girders are pin–supported on solid columns on both sides. The distance between the main frames is 6 meters, the distance between the solid purlins on the girder is 3 meters. There are two variants designed and compared in the thesis. In the first variant there are two-dimensional truss girders in the main hall, whereas in the second variant they are replaced with three dimensional ones.

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15

Ruček, Martin. "Nosná ocelová konstrukce administrativní budovy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227323.

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Main concern of the thesis is a structural design of main load bearing elements of steel, four-storey high administration building. Designed building has 36 m long and 24 m wide rectangular footprint. Roof is shaped into a hyperbolic paraboloid surface. Main load bearing structure is consisting of six main cross sections formed by truss columns, and generally curved roof truss beams, accompanied by storey supporting frames with composite slabs. Overall shape of the roof is defined by warped surface. Cladding of the building is consisting of aluminium facade system.

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16

Guziur, Martin. "Nosná ocelová konstrukce muzea." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226907.

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Steel load-bearing structure of a museum will serve to exhibit the museum's exhibits and organizing exhibitions for the public. The structure is elliptical in shape with a length of 30 m in direction of the major axis and 22 m in the direction of the minor axis. Construction height is 9 m. There is located gallery structure in the inner part of the museum with access by an internal staircase. The main load-bearing elements of museum structure are designed from steel S235. The roof deck is made from Kingspan panels and cladding consists of laminated safety glass.

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17

Bui, Trung Thanh. "Nosná ocelová konstrukce objektu výstavního pavilonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371852.

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This diploma thesis deals with design of the supporting steel structure of the building of the exhibition pavilion with 84 m length and 30 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 6 m. Variant B is also designed like tubular truss girder, but with different look, with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawing documentation includes an anchor plan, layout structure and truss production drawing.

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18

Hubáček, Ondřej. "Nosná ocelová konstrukce zastřešení tribuny sportovního stadionu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371957.

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This diploma thesis deals with design load bearing steel structure of the sport stadium roofing with 67,2 m length and 28,8 m width. Roofing structure is designed and examined in two versions. Variant A is designed like tubular truss girder with axis distance 4,8 m. Variant B is designed like welded solid-web girder with same axis distance. These versions are compared by weight, manufacturing complexity and appearance, preferable version is processed in detail. Drawings contain layout of both versions and manufacturing drawings of truss.

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19

Horký, Rostislav. "Velodrom." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392091.

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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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20

Mošaťová, Kristína. "Autosalon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265501.

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This Diploma thesis deals with the solution of project documentation for the new Suzuki car showroom building. The proposed object is situated in region of Nitra in Topolcany district, located in suburb part of Topolcany town. The car showroom is designed as a building consisting from the car shop - showroom and the services for Suzuki automobiles. The car shop - showroom is designed as the operation for car sales and the administration part on the second floor. This part of the building is covered with warm flat roof. The second part of the object - Car service is a one-floor building covered with wood, truss purlin constructure in the shape of a saddle roof and in inclination of 9 degrees. The supporting construction of the building consist from cast-in-place reinforced concrete frame in the showroom part and from masonry system Ytong system in other parts of the building.

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21

Kubíček, Michal. "Nosná konstrukce jízdárny." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226064.

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Master's thesis describes the design and check of the construction of the riding hall. Here are compared two versions the steel structure riding hall. For select version is here technical report, design calculation, statement of material and design documentation. Next is prepared specialization in the field of building construction.

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22

Brodecký, Miroslav. "Patrová budova s atriem." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265534.

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The diploma work deals with a design of a steel load-bearing structure for a multi-storey building with an atrium consisting of five above ground floors. The property is situated into Blansko area. Its ground-plan measures are 32.5 x 56 m. The maximum height of the property is 23.2 m. The height of the floor is 4 m. Load-bearing structure is designed with articulated joints. The atrium roof is formed from truss girders. The design and assessment is done according to rules in operation.

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23

Bulíček, Radek. "Přepočet a variantní návrh ocelové střešní konstrukce zimního stadiónu v Jihlavě." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226914.

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The aim of the thesis is the assessment of steel structure roofing winter stadium in Jihlava city and design of the variant solution of load bearing steel structure of the roof. The ground plan dimensions are 60 x 84 m The current structure is composite of truss main girders with parabolic lower chords, and purlins . Axial distances of main girders are 12 m and are supported on concrete columns. The alternative proposed solution uses arched truss main girders and truss purlins. They are supported on existing concrete columns. All load bearing members of existing and new design structure – main girders, purlins, roof bracing - have been evaluated according to actual normative rules. It is evident that the static assessment of the existing structure is satisfied from viewpoint of ultimate and serviceability limit states. The static assessment of the new structure is satisfied from the viewpoint of both limit states.

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24

Očadlík, Martin. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265243.

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The aim of the final thesis was to design and check the steel loadbearing structure of the exhibition pavilon. The basis for the structural design was a specified building layout. The assessment of the structure was made according to valid czech and european standards, including the system of "Eurocodes". Construction is situated in Zlin. The rectangular plan of the building is 45,0 m wide and 48,0 m long. The peripheral field of the roof is flat, while the central field is designed as a barrel roof. Main truss was designed with 6,0 m centre to centre distance. Structural design of the main loadbearing elements was made by the Dlubal RFEM v.5.07 software. Selected structure elements, including joints and column anchors were verified manualy.

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25

Prokešová, Pavlína. "Nosná ocelová konstrukce víceúčelového halového objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391975.

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The aim of diploma thesis is to design and assess a multipurpose hall building in the area of Brno. The shape of the hall is rectagular with dimensions 30,0 x 84,0 m. Roofing stucture is disegned and assessed in three versiions. Variant A is designed as a sadle - type truss from the CSH profile. Variant B is designed as a square - type truss from the CHS prosile. Variant C is designed as a arched truss from the CSH profile. These versions are compared by weight, manufacturing complexity and appearance. Preferable version is processed in detail. The work also includes a static calculation of the supporting elements, joints and drawing documentation..

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26

Čech, Martin. "Hokejový stadion." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-371808.

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Work deals with variant design of steel structure of ice hockey stadium located in Opava. It is a three-aisled hall with shape consists of intersection of ellipse and rectangle with dimensions 70 x 82m. The roof has cylindrical shape with approx. 50 m radius. The building is about 14 m high. Object is divided to three parts – main aisle and two side aisles. The main aisle contains of a rectangle of dimensions 40 x 42 m and two semicircles of radius approx. 20 m. Frames of main aisle are made of arc roof truss connected to steel plate columns. The side aisles with rectangular shape with dimensions 15 x 42 m are connected to main aisle. The structure of side aisle is made of a sloped roof truss. Longitudinal bracing and cross bracing are used to obtain spatial rigidity of the structure. Roof and wall cladding is made of Kingspan sandwich panels.

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27

Dolníčková, Andrea. "Výrobní hala s administrativní budovou." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392092.

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The subject of this diploma thesis is design and check of two steel structures. A production hall with a floor plan dimensions 24x50 m and an administrative building with floor plan dimensions 54x30 m. Both buildings are situated in Prostějov. The structure of the production hall has a roof pitched at 12%. The main frames have 6 m centre to centre spacing. The design of the production hall is processed in two options. The administrative building has 4 floors. The floor structures are made of composite steel and concrete structure. The structure is stabilized by vertical bracings in both directions. The computational model of both structures was built up using SCIA Engineer software.

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Grufíková, Markéta. "Víceúčelová hala v Hodoníně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225466.

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Master´s thesis describes the design and the check of the construction of the art gallery. This hall has the elliptical ground plan, the main dimensions are 25 x 40 m and the height is 12 m. The structure consists of 24 supporting curved ribs, which are supported on elliptical ring of steel at the top of the construction. Between the ribs are inserted purlins, which support the perimeter cladding. The structure is designed alternatively like the system of the timber solid beams from the glued laminated timber and the system of the steel truss girders.

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Serbousková, Kateřina. "Obchodní a nákupní centrum v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372282.

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The final thesis deals with the design of the steel loadbearing structure of the shopping center situated in Brno. The built-up floor area is 1973 m2 (L-shaped ground plan with dimensions 48 m x 50 m). The construction consists of three parts. Building A has four above-ground floors and reaches a height of 25.5 m. The steel structure of mono-pitched roof is designed in two options. Both options consist of full-length purlins and truss girders. Building B is a single-storey building with a mono-pitched roof top reaching 8.1 m high. Building C is three-storey with a flat roof. The first floor has a construction height of 4.5 m and the remaining two floors reach height of 3.6 m, which coincide with building A. The steel structure is made of steel-concrete composite ceilings and pin-supported columns. In the case of bracings, pressure was eliminated by means of non-linearities.The work includes proposal, assessment of the supporting structure and calculation of the directional details. Internal forces were determined based on a static analysis in the SCIA Engineer calculation program.

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30

Nováková, Hana. "Curlingová hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226061.

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Design of load bearing steel structure of a curling building. Examination of main load bearing building blocks. Examination of selected details. Drawing of disposition and selected details. Elaboration of manufactory drawings of chosen segments.

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31

Kubášková, Barbora. "Horský hotel v Beskydech." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226642.

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This thesis solves design of timber structure of mountain hotel in Beskydy. The hotel is two-storey building with residential attic and no cellar. The ground plan of the building is about 15x26 m and height of the building is 14,76 m. The type of roof timbers was chosen from two options. There was used structural timber of the strength class C24, glued laminated timber of the strength class GL24 and steel S235. Program Scia Engineer was used for the static analysis of the structure. There was made only linear calculation.

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32

Baudišová, Monika. "Víceúčelová sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226911.

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This thesis deals with design of a multi-purpose sports hall. The aim of this work is to design a support structure with a diameter of 80.0 m at ± 0.000. Construction of a circular layout in the level of ± 0.000 of an external diameter 80.0 m. Height of the hall at the top is 20.0 m Indoors girders is solved in 36 beams which meet at the middle of the rings. Ensure the stability of bracing. Anchoring is done by pin connections located at the bottom of the strip, anchored in concrete bases through the base plate and pre-concreted anchor bolts.

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33

Zogata, Pavel. "Sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227267.

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In my diploma thesis the proposal is developed as supporting steel structure sports hall with dimensions 45 x 54 m, a maximum height of 15.5 meters,for the area of Znojmo. In a static calculation are designed and assessed the main bearing structural components such as solid panel purlins, spatial lattice truss, bracing and solid panel columns, which together with the truss form create a crosslinks, column bases and anchoring, plus Tribune.The work includes the design documentation consisting of a layout drawing, drawing anchoring and drawing selected details.

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Sengerová, Ingrid. "Veletržní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240271.

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Diploma thesis is developed the design and static assessment supporting steel structure Exhibition Hall of the overall ground dimensions 47x66m with a maximum height of 15.4 meters. Layout is designed in accordance with architectural requirements. The design is considered for Brno´s area. The proposal of roof system is designed in two versions whose dimensions are identical. The first option consists of a two-aisle hall object, parabolic truss girder, pin supported on fixed columns. The second variant also two-aisle building with truss frame structure assessed in static calculation. At the end of the thesis, comparison of both variants is elaborated. Design documentation, which consist layout drawing, drawing of truss for manufacturing, drawing indicative details and plan of anchorage, is a part od thesis

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Stehlíková, Iveta. "Zastřešení sportovního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-391904.

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The goal of this diploma thesis is designed and reviewed the roof of the timber construction of sports structure, the span is 50 m and the length is 90 m. The design of the structure is located in Ústí nad Orlicí. The shape of the hall is arc sector. The structure is designed from glue laminated timber, solid timber and steel load bearing elements. The main load bearing elements are truss girders, which static function as two hinged arch. The stability of the girders is ensured by purlins, transverse stiffeners and longitudinal stiffeners. The stiffeners are situated in five fields. Front sides are made by girts and truss columns.

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Španihel, Jiří. "Výstavní pavilon." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2012. http://www.nusl.cz/ntk/nusl-225567.

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The subject of the diploma thesis is design and examination of supporting steel structure of the exhibition pavilion situated at the Brno Exhibition Centre, including a comparison with the second variant. The design emphasis has been placed on keeping the architectural character of building related to its purpose. The structure consists of 11 sections shaped as elliptical arcs, formed by truss frames with variable length of semi-axes, while the largest size (the smallest) is 13 m (7 m) for minor semi-axis and 20 m (14 m) for the main semi-axis, height is 16 m (10 m) and distance of support 38.92 m (25.30 meters). For the analysis of internal forces has been assembled spatial bar shaped model. Cladding is made of Kalzip system.

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Wawreczka, Karel. "Ocelová konstrukce výstavního pavilonu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2018. http://www.nusl.cz/ntk/nusl-372019.

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The aim of diploma thesis is to design steel roof structure of minimum dimensions 45 m x 50 m and minimum height 12 m. The plan of the building design has dimensions of 52,14 m x 70, 00 m and height is 18,68 m. The roofing was design as 3D truss girders with two lower chords and one upper chord. The shape of 3D truss girder consists of three circular arcs of radius 69,88m, 12,43 m and 33,45 m. Between main girders is 3D bracing. The structure is pin-supported.

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Michálek, Vojtěch. "Zastřešení víceúčelového sportovního objektu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227533.

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The topic of the thesis is a project of roof of a multifunctional sport object with a ground-plan covering area 35x48m, and maximum height of 16m. This construction is projected for Brno and its surroundings. The project of roofing is evolved in two different variants. First one is formed by double-jointed arched latticed truss. Supporting components such as purlins, lateral and longitudal bracings, frontal column and anchorage are designed and assessed in static calculation. At the end of the thesis, comparison of both variants is elaborated. Design documentation, which consists of dispositional drawing, drawing of truss for manufacturing, drawing of indicative details and plan of anchorage, is a part of the thesis.

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Václavíková, Veronika. "Jízdárna." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226054.

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The theme of this Master´s thesis is to design and assess the load Bering steel structure of the hippodrome in Napajedla. The hippodrome is solved as a hall object in two alternatives. Both alternatives are elliptical in shape with dimensions of 40 and 80 m. Load bearing structure of the chosen alternative is formed by transversely oriented column binding with the axial spacing of 6,0 m. Transversely oriented binding is formed from spatial lattice truss supported by fixed solid columns. The spatial rigidity of the structure is ensured by fixing columns in the transverse direction and by using transverse braces in the longitudinal direction. The longitudinal braces help to ensure the spatial rigidity. The work consists of the design and assessment of the main load bearing components, the solution of chosen details of joints and columns´ anchoring, solution of construction component and the elaboration of statement of material and drawings´ documentation.

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Kočí, Petr. "Ocelová konstrukce obchodního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265292.

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The diploma thesis elaborates on the proposal of a loadbearing steel structure of a shopping centre. Four-storey building has total lenght of 88 m, width 48 m and its base structural grid is 8 x 8 m. The total height of building is 25,4 m. First three floors above ground are designed with structural height of 5,6 m whilst the 4TH floor uses height of 4,0 m. Frame structure is formed by primary beams and castellated secondary beams. Above 4TH floor, the roof structure is designed in two alternative versions, both using solid purlins and truss girder. The 3D computer animation of the building is also part of thesis. The shopping centre that is subject of the final thesis is located in Brno area.

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Bartosch, Václav. "Montovaná konstrukce haly." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265482.

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Master´s thesis describes the design and static calculating of selected elements of prefabricated reinforced concrete hall with bulit-in office, elaboration of basic drawings of the project documentation, shape and reinforcemenet drawings of these selected structural prefabricated elements. The work also includes technical report, details of selected element´s contacts, drawing of plates and study of the behavior of reinforced buildings. Calculation was performed by using a computer program AxisVm, Microsoft Excel a IDEA StatiCa

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Skala, Zdeněk. "Horský hotel." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2013. http://www.nusl.cz/ntk/nusl-226182.

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The building will be situated by the village Slupečná near the Lipno dam and located on the land that slopes to the south. It’s designed as a separately standing, four-storey. The technology of implementation is a brick. The construction system is designed as a longitudinal wall system stiffened in the transverse direction inner supporting walls. The concrete breeze blocks from the company BS Klatovy are used as main building material. Basic constructions are designed as planar and out of plain concrete and reinforced concrete. Stiff reinforced concrete prefabricated and prefamonolitic ceiling constructions from the company BS Klatovy are designed. Roofing is designed with tilt roof. The bearing construction is made up of purlin system of wood truss. Height of the roof ridge, including the covering is +13.650 m (considering relative height of 0.000). The height of the chimney head is +14.400 m. Profiled metal roof covering Lindab Goodlock is designed.

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Balhar, Martin. "Patrové garáže." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2019. http://www.nusl.cz/ntk/nusl-392201.

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This thesis deals with design of steel structure multi-storey garage. It is the five-storey steel structure of rectangular plan. The construction is designed for the city of Olomouc. Static calculation is solved by a combination of manual calculation and calculation using software Scia engineer 18. There are the following main load bearing structural elements designed and examined in the structural analysis: truss, purlin, bracing, column, composite beam, joints, foot and anchoring. Thesis includes drawing documentation

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Plíšková, Iveta. "Nosná konstrukce obchodního centra." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227191.

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The aim the diploma thesis is the design and the assessment of the main structure of the shopping centre in the Hradec Králové. The shape of the construction is the cylindrical hall with dimensions 120 x 32 m. The structure is formed by lattice trusses, solid purlins, columns and composite construction. The model of the structure and some calculations were provided by the program Dlubal RFEM.

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Luliak, Ondřej. "Statická analýza konstrukce pro zpracování odpadu." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227574.

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Master thesis deals with static analysis of construction of hall type for waste treatment. Thesis includes design and structural assessment of main support elements of construction. This is two-aisled combined skeleton object. The roof system is composed of steel truss structure.

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Štelc, Martin. "Sportovní hala." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227647.

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This diploma thesis deals with the design expertise and supporting structures the single-roof sports hall for locality Brno. The ground plan dimensions are 42 x 72 m and ground clearance of about eight meters. Two variants are processed and selected variant is elaborated in detail. The sports hall is designed for most sports played indoors. In a static calculation are designed and assessed the main load-bearing elements such as truss glued laminated timber, wooden purlins, columns, girts and bracing. The work includes drawings.

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Růžičková, Markéta. "Ocelová konstrukce hangáru." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2014. http://www.nusl.cz/ntk/nusl-226908.

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The purpose of this dissertation is to take into consideration the design and the steel structure assessment of the hangar for small propeller aircraft type Cessna. The platform dimensions are 40,0 by 60,0 metres. Headroom is around 10,0 metres. The object’s location is in Brno. The main structural material is steel S355J2. There are two initial geometric alternatives, in other words structural modifications of desired solution. These are spatial truss arc tie beam and garland tie beam. The two alternatives were tentatively designed according to their dimensions and the main supporting elements of both alternatives were also assessed and considered. The alternatives were finally evaluated and one option was selected for detailed processing. In turn of the chosen option, there had been drawing of detailed analysis of the main load bearing parts of the construction with joints and some other details included. Furthermore there is drawing documentation and supervisor’s technical report attached. The valid standards CSN EN were used in processing of this dissertation.

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Rusoňová, Nikola. "Pavilon botanické zahrady v Brně." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227325.

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Master´s thesis describes the design and check of the construction of botanical pavillion in Brno. The structure has an elliptical ground plan with dimensions 34 x 20 m, height of 9 m. The supporting structure consists of 16 support curved ribs which are braced at the top of the elliptical steel ring. Between the ribs are inserted purlins which support the perimeter cladding. The supporting structure is designed as an alternative system as girders of glued laminated timber and as system of steel truss girders.

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Jirásek, Marek. "Administrativní objekt ve Vimperku." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227831.

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The aim of the thesis is the design and the assessment of an administrative center in Vimperk. The building is divided into three height levels, the highest has 7 floors. The building is rectangular floor plan with dimensions of 102,5 x 48,0 m. The construction is designed as framing with truss roofing, bracing and purlins for attaching sheathing.

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Zálešák, Roman. "Rodinné vinařství VILARO, Velké Bílovice." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2017. http://www.nusl.cz/ntk/nusl-265592.

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This thesis describes the design of a project Family Winery VILARO in Velké Bílovice. It consists of two objects. The first is a guesthouse with a restaurant and the second is a production building with a tasting room. The guesthouse is submitted in the stage of building design. Production facility, a winery, is discussed further as the implementation project. The winery is located in a slightly sloped terrain. It has one partially cellared ground floor. The roof is atypical, one part is sloped triple-coated shed roof, second part is flat with stabilizing layer. The support systém mainly consists of brick blocks, ferroconcrete walls, ferroconcrete boards, ferroconcrete beam ceiling and prestressed concrete ceiling panels Spiroll. The project assumes using of typical building materials.

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