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master's thesis
Proračun drvene nosive konstrukcije
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. urn:nbn:hr:133:184737
Ilijov, Tena
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

Ilijov, T. (2019). Proračun drvene nosive 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:133:184737

Ilijov, Tena. "Proračun drvene nosive konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:184737

Ilijov, Tena. "Proračun drvene nosive konstrukcije." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:184737

Ilijov, T. (2019). 'Proračun drvene nosive konstrukcije', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 05 May 2024, https://urn.nsk.hr/urn:nbn:hr:133:184737

Ilijov T. Proračun drvene nosive konstrukcije [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2024 May 05] Available at: https://urn.nsk.hr/urn:nbn:hr:133:184737

T. Ilijov, "Proračun drvene nosive konstrukcije", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:133:184737

Metadata
TitleProračun drvene nosive konstrukcije
Title (english)Calculation of wooden structural construction
AuthorTena Ilijov
MentorJurko Zovkić (mentor)
Committee memberSilva Lozančić (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberAleksandar Jurić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2019-09-30, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Prema priloženoj skici lučne hale, kao tema diplomskog rada potrebno je bilo napraviti proračun iste. U diplomskom radu prikazat će se proračun glavnih i sekundarnih elemenata konstrukcije, te sustava za prostornu stabilizaciju. Predmetna građevina smještena je u gradu Osijeku, tlocrtnih dimenzija 20,00x35x00 metara, ukupne visine u sljemenu nosača +10,40 metara mjereno od najniže kote okolnog terena. Konstrukcija hale sastoji se od krovnog pokrova sustava „PERFA“, koji je položen okomito na sekundarne elemente konstrukcije. Sekundarne elemente čine podrožnice postavljene na lučnom razmaku 2,23 metara, a materijal izrade je puno drvo razreda čvrstoće C24. Poprečni presjek sljemene/rubne podrožnice b/h=12/24 cm, dok su ostale podrožnice dimenzija b/h=18/24 cm. Statički sustav istih je prosta greda raspona 5,00 metara. Sekundarni elementi oslonjeni su na glavne nosače koji su postavljeni na međusobnom osnom razmaku od 5,00 metara. Statički sustav glavnog nosača je trozglobni okvir sastavljen od zakrivljene grede konstantnog poprečnog presjeka. Dimenzije poprečnog presjeka grede b/h=16/60 cm, radijus luka je 10,00 m, što ujedno čini i visinu nosača. Materijal izrade je lijepljeno lamelirano drvo razreda čvrstoće GL28h. Prostorna stabilizacija konstrukcije osigurana je krovnim spregovima izrađenim od vertikala (podrožnica) od punog drveta razreda čvrstoće C24 i od čeličnih dijagonala kvalitete S275 kružnog poprečnog presjeka ϕ20 mm. Dijagonale sprega modelirane su kao vlačni štapovi, što znači da prenose samo uzdužnu vlačnu silu. Djelovanja na konstrukciju proračunata su prema HRN EN 1991-1-1, HRN EN 1991-1-3 i HRN EN 1991-1-4 propisima ovisno o lokaciji, klimatskim uvjetima i dimenzijama objekta. Dimenzioniranje i proračun otpornosti podrožnica i glavnih nosača proveden je prema HRN EN 1995-1-1 propisima, dok je proračun prostorne stabilizacije proveden prema HRN EN 1993-1-1. Rezne sile potrebne za dimenzioniranje glavnih i sekundarnih elemenata konstrukcije, kao i stabilizacijskog sustava dobivene su zamjenskim modelima u računalnom programu Autodesk Robot Structural Analysis Professional 2019.
Abstract (english)
According to the attached sketch of arched hall, as a topic of the thesis it was necessary to calculate tHe same. In the thesis it will be presented calculation of secondary and the main structural elements, as well as the system for space stabilization. The location of construction is in the city Osijek, with base dimensions 20,00x35,00 meters and total height of +10,40 meter measured from the lowest part of the surrounding terrain. The roof cover is „PERFA“ system which is laid on perpendicular to the secondary elements of the structure. The arch distance of secondary elements is 2,23 meters and material is solid wood strength class C24. The cross section of the secondary ridge/edge girders b/h=12/24 cm, while the other girders are b/h=18/24 cm. The static system is simple beam 5,00 meters long. The static system of main girders is three-hinged frame consisting of curved beam constant cross section. The dimensions of main girders b/h=16/60 cm, the radius of the arch is 10,00 m. Material is glued laminated wood, strength class GL28h. Space stabilization system is ensured roof braces set which contains verticals (secondary girders) made of solid wood strength class C24 and diagonals made of steel strength class S275. The braces diagonal are ϕ 20mm in full circular cross section which were modeled as a tensile rods. Structural actions were calculated according to HRN EN 1991-1-1, HRN EN 1991-1-3 and HRN EN 1991-1-4 regulations depending on the location, climatic conditions and dimensions of the building, while the girders were calculated according to the HRN EN 1995-1-1 regulations. The roof braces were calculated according to HRN EN 1993-1-1 regulations. The forces required to dimension secondary and main elements were calculated in computer program Autodesk Robot Structural Analysis Professional 2019.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:184737
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 on2019-10-11 06:54:57