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master's thesis
Proračun nosive drvene konstrukcije sportskog objekta
2023. urn:nbn:hr:133:053370
Lovrić, Marko
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Lovrić, M. (2023). Proračun nosive drvene konstrukcije sportskog objekta (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:133:053370

Lovrić, Marko. "Proračun nosive drvene konstrukcije sportskog objekta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:053370

Lovrić, Marko. "Proračun nosive drvene konstrukcije sportskog objekta." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2023. https://urn.nsk.hr/urn:nbn:hr:133:053370

Lovrić, M. (2023). 'Proračun nosive drvene konstrukcije sportskog objekta', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 21 December 2024, https://urn.nsk.hr/urn:nbn:hr:133:053370

Lovrić M. Proračun nosive drvene konstrukcije sportskog objekta [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2023 [cited 2024 December 21] Available at: https://urn.nsk.hr/urn:nbn:hr:133:053370

M. Lovrić, "Proračun nosive drvene konstrukcije sportskog objekta", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2023. Available at: https://urn.nsk.hr/urn:nbn:hr:133:053370

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Metadata
TitleProračun nosive drvene konstrukcije sportskog objekta
Title (english)Calculation of the bearing timber structure of a sports hall
AuthorMarko Lovrić
MentorJurko Zovkić (mentor)
Committee memberHrvoje Draganić (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberMario Jeleč (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2023-04-27, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak diplomskog rada je proračun glavnih i sekundarnih drvenih nosača te sustava prostorne stabilizacije sportske dvorane. Objekt je smješten u Osijeku. Sportska dvorana je namjenjena za dva terena za veliki tenis. Tlocrtne dimenzije dvorane su 37,00x35,00 m, visina strehe iznosi 4,00 m, a visina sljemena 10,40 m. Statički sustav glavnog nosača je lučni troglobni okvir. Materijal za izradu glavnog nosača je lijepljeno lamelirano drvo razreda čvrstoće GL28h. Sekundarni nosači se oslanjaju na glavne nosače koji su na međusobnom razmaku od 5,00 m. Materijal za izradu sekundarnih nosača je puno drvo razreda čvrstoće C24. Prostorna stabilizacija izvedena je kao sustav dijagonala kružnog poprečnog presjeka kvalitete čelika S275. Proračun djelovanja na konstrukciju te dimenzioniranje glavnih, sekundarnih nosača i sustava stabilizacije objekta provedeni su prema trenutno važećim HRN EN normama i propisima. Statička analiza sekundarnih nosača provedena je analitičkim metodama, dok je statička analiza za glavne nosače i sustav stabilizacije provedena u računalnom programu Radimpex Tower. Grafički prilozi su izrađeni pomoću programa Autodesk AutoCAD 2018.
Abstract (english)
This thesis focuses on calculation of main and secondary girdersand the system of spatial stabilization of sports hall. The object is located in Osijek. Sports hall is intended for two tennis courts. Floor dimensions are 37,00x35,00 m, height of the eave is 4,00 m and height of the roof is 10,40 m. Static system of the main girder is arched three-hinged frame. Material for making the main girder is glued laminated wood that is GL28h class of strength. Secondary girders are leaning on the main girders which are spaced 5,00 m apart from each other. Material for making the secondary girders is solid wood of strength class C24. Spatial stabilization is derived as a diagonal system of circular cross section S275 steel grade. The calculation of loads on structure and design of the main and secondary girders and systems of stabilization of the object are conducted by the current HRN EN norms and regulations. Static analysis of the secondary girders is conducted by analytical methods, while static analysis for the main girders and stabilization system is conducted by a computer program Radimpex Tower. Graphical annexes are made with Autodesk AutoCAD 2018.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:053370
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 on2023-05-15 08:59:17