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master's thesis
Proračun požarne otpornosti hale za jahanje
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. urn:nbn:hr:133:790537
Jurina, Marija
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

Jurina, M. (2024). Proračun požarne otpornosti hale za jahanje (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:133:790537

Jurina, Marija. "Proračun požarne otpornosti hale za jahanje." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:790537

Jurina, Marija. "Proračun požarne otpornosti hale za jahanje." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:790537

Jurina, M. (2024). 'Proračun požarne otpornosti hale za jahanje', 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:133:790537

Jurina M. Proračun požarne otpornosti hale za jahanje [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:133:790537

M. Jurina, "Proračun požarne otpornosti hale za jahanje", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:790537

Metadata
TitleProračun požarne otpornosti hale za jahanje
Title (english)Calculation of the fire resistance of the riding hall
AuthorMarija Jurina
MentorJurko Zovkić (mentor)
MentorDamir Markulak (komentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberDamir Markulak (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2024-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Ovim diplomskim radom obuhvaćen je proračun požarne otpornosti drvenih i čeličnih elemenata glavnih i sekundarnih nosača hale za jahanje. Hala je smještena u Dugom Selu na nadmorskoj visini od 115 m.n.m., a njene tlocrtne i visinske dimenzije određene su zadatkom. Proračunu požarne otpornosti prethodi analiza opterećenja te dimenzioniranje nosača, provedeno sukladno važećim HRN EN normama i propisima. Sve podrožnice izvode se od cjelovitog drveta razreda čvrstoće C24. Statički sustav rubnih i sljemenih podrožnica je prosta greda, dok je statički sustav veznih podrožnica gerberov nosač. Statički sustav glavnog nosača je dvozglobni okvir sa zategom. Za njegovu izradu korištene su grede od lijepljenog lameliranog drveta razreda čvrstoće GL28h, čelični stupovi kvalitete S275, te čelične zatege kvalitete BST500/550. Grafički prilozi, uključujući dispoziciju glavnih i sekundarnih nosača, izrađeni su računalnim programom Autodesk AutoCAD, dok su za analizu modela konstrukcije i njenih dijelova korišteni računalni programski paketi Autodesk Robot Structural Analysis Professional i Tower 8.
Abstract (english)
This thesis covers the calculation of fire resistance for both wooden and steel elements constituting the primary and secondary supports within the riding hall. The hall is situated in Dugo Selo at an elevation of 115 m.a.s.l., and its dimensions of the floor plan and height are predefined by the project requirements. The evaluation of fire resistance follows a load analysis and dimensioning of the supports conducted in accordance with currently valid HRN EN norms and regulations. Purlins are constructed using solid timber of strength class C24. The static system of the edge and ridge purlins is a simply supported beam, while the static system of the midfield purlins is a Gerber girder. The static system of the main girder is a two-hinged frame with a tension member. Glued laminated timber beams of strength class GL28h, steel columns of quality S275, and steel tension members of quality BST500/550 were used for its construction. Graphical attachments, including the layout of both main and secondary girders, were made using the Autodesk AutoCAD software, while the computer software packages Autodesk Robot Structural Analysis Professional and Tower 8 were used to analyze the structural model and its components.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:790537
Study programmeTitle: University Graduate Studies of Civil Engineering; specializations in: Hydraulic Engineering, Bearing structures, Course of Construction management and technology, Transport Infrastructure
Course: Bearing structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni/a magistar/magistra inženjer građevinarstva (sveučilišni/a magistar/magistra inženjer građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2024-10-25 07:42:03