prikaz prve stranice dokumenta Proračun požarne otpornosti glavnih nosača sportske dvorane
Access restricted to students and staff of home institution
master's thesis
Proračun požarne otpornosti glavnih nosača sportske dvorane
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. urn:nbn:hr:133:039766
Stilin, Petra
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

Stilin, P. (2021). Proračun požarne otpornosti glavnih nosača sportske dvorane (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:133:039766

Stilin, Petra. "Proračun požarne otpornosti glavnih nosača sportske dvorane." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:039766

Stilin, Petra. "Proračun požarne otpornosti glavnih nosača sportske dvorane." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:039766

Stilin, P. (2021). 'Proračun požarne otpornosti glavnih nosača sportske dvorane', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:039766

Stilin P. Proračun požarne otpornosti glavnih nosača sportske dvorane [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:133:039766

P. Stilin, "Proračun požarne otpornosti glavnih nosača sportske dvorane", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:133:039766

Metadata
TitleProračun požarne otpornosti glavnih nosača sportske dvorane
Title (english)Calculation of fire resistance of the main beams of the sports hall
AuthorPetra Stilin
MentorJurko Zovkić (mentor)
Committee memberJurko Zovkić (predsjednik povjerenstva)
Committee memberDamir Markulak (član povjerenstva)
Committee memberIvan Radić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2021-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak diplomskog rada je proračunati požarnu otpornost glavnih i sekundarnih nosača krovne konstrukcije sportske dvorane Briješće u Briješću. Tlocrtne dimenzije sportske dvorane su 22,85 x 33,90 m, a visina strehe je 10,37 m s nagibom krovišta 11,1°. Statički sustav glavnog nosača i podrožnica je prosta greda pravokutnog poprečnog presjeka. Materijal glavnog nosača je lijepljeno lamelirano drvo razreda čvrstoće GL24h, a podrožnica cjelovito drvo razreda čvrstoće C24. Prostorna stabilizacija krovišta je izvedena kao sustav dijagonala kružnog poprečnog presjeka kvalitete čelika S275. Koncept proračuna požarne otpornosti prikazan je prema važećim normama Eurokoda 5 (EN 1995-1-2) za glavni nosač te sekundarne nosače. Statička analiza provedena je u računalnom programu Autodesk Robot Structural Analysis Professional 2018, a grafički prilozi u računalnom programu AutoCAD 2020.
Abstract (english)
This paper aims to compute the fire resistance of the primary and secondary girders for the roof structure of the gymnasium in Briješće. The gymnasium’s plan dimensions amount to 22,85 x 33,90 metres, and the eaves’ height amounts to 10,37 metres with the slope of the roof of 11,1°. The static system of the primary girder and branch equal a simple beam of a rectangular cross-section. The primary girder is made out of glued, laminated wood in the strength of GL24h, and the branch out of solid wood in the strength of C24. Spatial stabilisation of the roof was performed as a circular-cross section diagonal system of S275 steel quality. The concept of fire resistance calculation is portrayed according to the applicable standards of the Eurocode 5 (EN1995-1-2) for the primary and secondary girders. Static analysis was conducted in the Autodesk Robot Structural Analysis Professional 2018 computer programme and the graphical annexes in the AutoCAD 2020.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:039766
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 on2021-10-22 07:21:54