prikaz prve stranice dokumenta Proračun prostorne rešetkaste nadstrešnice
Access restricted to students and staff of home institution
master's thesis
Proračun prostorne rešetkaste nadstrešnice
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. urn:nbn:hr:133:657446
Župarić, Marko
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

Cite this document

Župarić, M. (2018). Proračun prostorne rešetkaste nadstrešnice (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:657446

Župarić, Marko. "Proračun prostorne rešetkaste nadstrešnice." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:657446

Župarić, Marko. "Proračun prostorne rešetkaste nadstrešnice." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2018. https://urn.nsk.hr/urn:nbn:hr:133:657446

Župarić, M. (2018). 'Proračun prostorne rešetkaste nadstrešnice', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 31 May 2024, https://urn.nsk.hr/urn:nbn:hr:133:657446

Župarić M. Proračun prostorne rešetkaste nadstrešnice [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2018 [cited 2024 May 31] Available at: https://urn.nsk.hr/urn:nbn:hr:133:657446

M. Župarić, "Proračun prostorne rešetkaste nadstrešnice", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2018. Available at: https://urn.nsk.hr/urn:nbn:hr:133:657446

Metadata
TitleProračun prostorne rešetkaste nadstrešnice
Title (english)Design of a steel spatial truss canopy
AuthorMarko Župarić
MentorIvan Radić (mentor)
Committee memberIvan Kraus (predsjednik povjerenstva)
Committee memberIvan Radić (član povjerenstva)
Committee memberTanja Kalman Šipoš (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2018-11-23, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak je proračunati prostornu rešetkastu čeličnu nadstrešnicu koja prekriva površinu 40 x 20 m uz uvjet da je rešetka oslonjena na 6 stupova visine 5 m. U prvom dijelu rada teorijski je opisana podjela prostornih konstrukcija te u užem smislu podjela prostornih rešetkastih konstrukcija. Kao rješenje odabrana je konstrukcija oblika svoda. Elementi konstrukcije podjeljeni su u 4 grupe: gornji pojas, donji pojas, kosa ispuna i stupovi te su tako i dimenzionirani. Elementi su spojeni zavarom te čine osnovni modul konstrukcije - tetraedar. Dimenzioniranje se provodi prema teoriji graničnih stanja nosivosti i uporabljivosti, odnosno, Eurocode propisima. Unutarnje sile za dimenzioniranje dobivene su pomoću programskog paketa Autodesk Robot Structural Analysis Professional 2016. – Student Version. Elementi rešetke su okrugli šuplji profili, toplo predgotovljeni, kvalitete čelika S 355. Grafički prilozi izrađen su u AutoCAD 2016. software-u.
Abstract (english)
The task is to calculate a spatial grid steel eaves covering a surface of 40 x 20 m, with the condition that the grid is supported with 6 columns of 5 m height. In the first part of the work, the theoretical description of the division of spatial structures and, in the further sense, of the division of the spatial grid structure. As a solution, the shape of the vault has been chosen. The elements of the construction are divided into 4 groups: the upper belt, the lower belt, the angled filling and the columns, and are so dimensioned. The elements are welded together and form the basic building module - tetrahedron. Dimensioning is carried out according to the theory of limitation of bearing capacity and serviceability, regarding Eurocode regulations. The internal sizing forces were obtained using the Autodesk Robot Structural Analysis Professional 2016. – Student Version. Grid elements are round hollow profiles, hot-rolled, high quality steel S 355. Graphics are made in AutoCAD 2016. Software.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:657446
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2018-11-30 09:36:05