prikaz prve stranice dokumenta Proračun prostorne rešetkaste čelične konstrukcije
Access restricted to students and staff of home institution
master's thesis
Proračun prostorne rešetkaste čelične konstrukcije
2016. urn:nbn:hr:133:371456
Đeke, Darija
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures
Chair of Masonry, Timber and Metal Structures

Cite this document

Đeke, D. (2016). Proračun prostorne rešetkaste čelične konstrukcije (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:133:371456

Đeke, Darija. "Proračun prostorne rešetkaste čelične konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:371456

Đeke, Darija. "Proračun prostorne rešetkaste čelične konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2016. https://urn.nsk.hr/urn:nbn:hr:133:371456

Đeke, D. (2016). 'Proračun prostorne rešetkaste čelične konstrukcije', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 19 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:371456

Đeke D. Proračun prostorne rešetkaste čelične konstrukcije [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2016 [cited 2024 December 19] Available at: https://urn.nsk.hr/urn:nbn:hr:133:371456

D. Đeke, "Proračun prostorne rešetkaste čelične konstrukcije", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:133:371456

Please login to the repository to save this object to your list.
Metadata
TitleProračun prostorne rešetkaste čelične konstrukcije
Title (english)Design of a spatial steel truss
AuthorDarija Đeke
MentorIvan Radić (mentor)
Committee memberJurko Zovkić (predsjednik povjerenstva)
Committee memberIvan Radić (član povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
(Chair of Masonry, Timber and Metal Structures)
Osijek
Defense date and country2016-11-24, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Cilj diplomskog rada je proračunati elemente prostornog rešetkastog nosača tlocrtnih dimenzija 32x32 m. U prvom dijelu rada teorijski je opisana općenita podjela prostornih konstrukcija, karakteristike prostornih rešetkastih nosača te principi formiranja prostornih rešetki. Drugi dio rada odnosi se na proračun prostornog rešetkastog nosača. Rešetkasta konstrukcija je dvoslojna, a osnovni element je tetraedar. Nosivi sustav konstrukcije je dvosmjerni. Rešetka je oslonjena preko osam stupova na krajevima te jednog stupa u sredini tlocrta. Visina stupova je 4,25 m, dok ukupna visina rešetke iznosi 6,0 m. Dimenzioniranje elemenata prostorne rešetke provedeno je prema Eurocode propisima, dok je statička analiza provedena računalnim programom Autodesk Robot Structural Analysis Professional 2015 – Student Version. Za elemente rešetke odabrani su okrugli cijevni profili, toplo predgotovljeni, a kvaliteta čelika je S 355.
Abstract (english)
The purpose of this thesis is to design elements of steel space truss with plan dimensions 30x30 m. In the first part, it is theoretical described general divison of spatial structure, characteristics of spatial truss and principles of formation space grids. The second part is practical, which refers to design of space truss. The construction is double – layer two – way lattice grid and modular system is tetrahedra. The grid is supported over eight columns at the ends and one column in the middle of plan. The height of columns is 4,25 m and total height of the grid is 6,0 m. Design of elements was conducted according to Eurocode codes, while load analysis was performed by computer program Autodesk Robot Structural Analysis Professional 2015 – Student Version. The grid elements are hot prefabricated circular hollow sections with quality of steel S 355.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:371456
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 on2016-11-29 17:10:39