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undergraduate thesis
Proračun jednostavne drvene konstrukcije
2025. urn:nbn:hr:133:121210
Lukić, Josipa
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Lukić, J. (2025). Proračun jednostavne drvene konstrukcije (Undergraduate thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:121210

Lukić, Josipa. "Proračun jednostavne drvene konstrukcije." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2025. https://urn.nsk.hr/urn:nbn:hr:133:121210

Lukić, Josipa. "Proračun jednostavne drvene konstrukcije." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2025. https://urn.nsk.hr/urn:nbn:hr:133:121210

Lukić, J. (2025). 'Proračun jednostavne drvene konstrukcije', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 14 March 2025, https://urn.nsk.hr/urn:nbn:hr:133:121210

Lukić J. Proračun jednostavne drvene konstrukcije [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2025 [cited 2025 March 14] Available at: https://urn.nsk.hr/urn:nbn:hr:133:121210

J. Lukić, "Proračun jednostavne drvene konstrukcije", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2025. Available at: https://urn.nsk.hr/urn:nbn:hr:133:121210

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Metadata
TitleProračun jednostavne drvene konstrukcije
Title (english)Calculation of simple wooden structures
AuthorJosipa Lukić
MentorJurko Zovkić (mentor)
Committee memberDamir Varevac (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberSilva Lozančić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2025-02-17, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak završnog rada bio je dimenzionirati elemente zadanog nosača (odrediti dimenzije poprečnih presjeka) prema trenutno važećim HRN EN normama i propisima. Pozicija 1 prosta je greda, a pozicija 2 sastavljena je od grede pod nagibom (pozicija 2.1) i stupa (pozicija 2.2) koji su međusobno povezani poluzglobom te je greda u još jednoj točki povezana na nepomični oslonac. Nakon analize opterećenja koja djeluju na nosaču i određivanja proračunskih vrijednosti unutarnjih sila, izvršeno je dimenzioniranje elemenata (grede i stupa). Dimenzije poprečnog presjeka grede POZ 1 su b/h=16/26 cm, dok su dimenzije poprečnog presjeka grede POZ 2.1 b/h=16/64 cm, a stupa POZ 2.2 b/h=16/16. Element POZ 1 izvodi se od cjelovitog crnogoričnog drva razreda čvrstoće C27, dok se elementi POZ 2 izvode od lijepljenog lameliranog drva razreda čvrstoće GL26h. Nakon provedenog dokaza graničnog stanja nosivosti, iskorištenost poprečnog presjeka elementa POZ 1 je 80,27%, a za gredu POZ 2.1 78,31% te za stup POZ 2.2 je 26,14%. Na osnovu iskorištenosti pojedinih elemenata može se reći da su zadani elementi racionalni i ekonomski isplativi, čemu svjedoči i njihova mala vlastita težina.
Abstract (english)
The task of the final thesis was to dimension the elements of a specified beam (determine the dimensions of cross-sectional profiles) according to current HRN EN standards and regulations. Position 1 involves a simple beam, while Position 2 consists of a configuration with an inclined beam (Position 2.1) and a column (Position 2.2) interconnected by a semi-rigid joint, with the beam supported at another point fixedly. Following the analysis of the loads acting on the beam and determining the design values of internal forces, the elements (beam and column) were dimensioned. The cross-sectional dimensions of the beam at Position 1 are b/h=16/26 cm, while at Position 2.1 they are b/h=16/64 cm for the inclined beam and b/h=16/16 cm for the column at Position 2.2. The element at Position 1 is made from solid softwood with a strength class of C27, while elements at Position 2 are made from glued laminated timber with a strength class of GL26h. After conducting the ultimate limit state verification, the utilization of the cross-sectional area for the element at Position 1 is 80.27%, for the beam at Position 2.1 is 78.31%, and for the column at Position 2.2 is 26.14%. Based on the utilization of individual elements, it can be concluded that they are rational and economically viable, as evidenced by their low self-weight
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:121210
Study programmeTitle: University Undergraduate Studies of Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) 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 on2025-02-20 12:17:03