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  • About
  • The Global ETD Search service is a free service for researchers to find electronic theses and dissertations. This service is provided by the Networked Digital Library of Theses and Dissertations.
    Our metadata is collected from universities around the world. If you manage a university/consortium/country archive and want to be added, details can be found on the NDLTD website.
21

Vícelodní průmyslová hala / Multibay industrial hall

Hrabovská, Kristýna January 2020 (has links)
The principal aim of this thesis is to design two possible options for the steel structure of a new multibay industrial hall located in Slavkov u Brna. An overhead crane with load capacity of 12.5 metric tons will by situated in one of the bays. The hall has a rectangular shape with dimensions of 63x48 meters, each of the two bays has dimensions of 63x24 meters, a height of 11.5 meters and a saddle roof with an angle of slope 10°. Both of the options have the same layout design, the only difference is that option 1 has columns with truss girders while option 2 has a transversal frame with a haunch. The first option was selected because it is more economical due to material savings and is design developed in a greater detail. The permanent load on the building is considered and includes the weight of the steel structure, panels and the weight of crane runway. The variable load is also considered due to the live load, snow load, wind load, the crane, and their combination. Steel S235 is used as the construction material.
22

Víceúčelová sportovní hala / Multipurpose Sport Hall

Bém, Miroslav January 2015 (has links)
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
23

Ocelová konstrukce tribuny / Steel structure of tribune

Hellebrand, David January 2015 (has links)
This master’s thesis deals with a project of steel structure of roofed stand of a sports stadium situated nearby the city of Opava. Dimensions of roofed stand are 54 m x 10,5 m and height is 15 m. Structure is devidet into 9 parts, which are 6 m long. Design of elements and inner forces are solved with program SCIA Engineer. Computational model is designed as a three-dimensional bar structure. Two variants was solved in general and more convenient with a truss girder roof is work up in details.
24

Ocelová konstrukce hangáru / The steel structure of a hangar

Bartel, Jan January 2012 (has links)
Object of this master´s thesis is the design of a hangar. Ground plan dimensions are 30x60m. Vertical cleareance is 11m, overall height is 15.3m. The structure is designed for the lokality of Ostrava. The structure is held by 60m long pipe tube truss of triangular shape. The main girdle is a tube 356x20mm. The truss girder is embedded on both sides on columns composed from HEB 300. There are trusses attached to this main girder each 6m
25

Statická analýza konstrukce pro zpracování odpadu / Static Analysis of Waste Treatment Plant Structure

Luliak, Ondřej January 2015 (has links)
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.
26

Nosná ocelová konstrukce objektu výstavního pavilonu / Load carrying steel structure of the exhibition hall building

Bui, Trung Thanh January 2018 (has links)
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.
27

Multifunkční pavilon / Multifunctional Pavilion

Dvouletý, Martin January 2018 (has links)
The subject of the diploma thesi is the design and assessment of the pavilions supporting structure for exhibition and other purposes. The building is located close to Zlin. Preliminary designs of supporting structure were created. One of these was selected and detaileddesigned and assessed. Generallythere are two structures that are extended between themselves. A design and assessment of the entrance portal for the exhibition pavilion was created. The entrance portal is an atypical structure that was created from a combination of hyperboloid and cylinder. The entire portal is formed of welded parts and it is completely from glass. The entrance portal has a variable height, where the highest point is 8,258m. The entrance portal is 20,394m long and has a variable width, where the largest width is 12,000m. The exhibition hall, which is located behind the entrance portal was designed from flat arched truss trusses. The arched trusses are made of several radii and hasa overall impression of an elliptical truss. The trusses have a range 37,000m and they are axially distant 6,000m. The height of the arched trusses is 10.530m. In the leading position of the construction were designed pillars and construction for possible connection of the entrance portal, or for the location of the gate system. Whole construction of the exhibition pavilion, without the entry portal, is 54,000m long and 37,000m wide. The built-up area of both structures is approximately 2200m2. Construction are designed according to normative requirements of CSN EN for limit state of load capacity and usability. The main material of the supporting structural parts was used S355JR steel.
28

Výrobní hala / Production hall

Trachtulcová, Šárka January 2018 (has links)
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.
29

Autosalon / Car Showroom

Smrčka, Václav January 2018 (has links)
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.
30

Autosalon / Motor show

Kopal, Marek January 2018 (has links)
By submitting my thesis I designed three variants of the steel construction of the motor show. The ground dimensions of the entire structure are 56 x 40 m. The building eaches a height of 21 m above the surrounding terrain. The object is the administrative part of the rectangular ground plan and the exhibition space of the perimeter ground plan. The circular part is a covered dome. Variants differ in design of the radial arc cross section in the dome cover. Part of the main structural elements. The winning variant includes a solution of selected details elaboration of detailed drawings of solved connections and creation of workshop documentation of the selected work.

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