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master's thesis
IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU
2017. urn:nbn:hr:133:639509
Adamović, Petar
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures
Chair of Masonry, Timber and Metal Structures

Cite this document

Adamović, P. (2017). IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:639509

Adamović, Petar. "IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:639509

Adamović, Petar. "IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2017. https://urn.nsk.hr/urn:nbn:hr:133:639509

Adamović, P. (2017). 'IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 12 June 2021, https://urn.nsk.hr/urn:nbn:hr:133:639509

Adamović P. IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2017 [cited 2021 June 12] Available at: https://urn.nsk.hr/urn:nbn:hr:133:639509

P. Adamović, "IZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2017. Available at: https://urn.nsk.hr/urn:nbn:hr:133:639509

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Metadata
TitleIZRAČUN KROVNE KONSTRUKCIJE SPORTSKE DVORANE U BRIJEŠĆU
Title (english)CALCULATION FOR ROOF CONSTRUCTION OF SPORTS HALL IN BRIJEŠĆE
AuthorPetar Adamović
MentorJurko Zovkić (mentor)
Committee memberIvica Guljaš (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)
(Chair of Masonry, Timber and Metal Structures)
Osijek
Defense date and country2017-09-28, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Zadatak diplomskog rada, iz kolegija Drvene konstrukcije II, je bio izračun krovne konstrukcije sportske dvorane u Briješću. Tlocrtne dimenzije dvorane su 22,85 x 33,90 m. Krovna konstrukcija je izvedena kao jednostrešno krovište sa referentnom visinom objekta 10,37m i srednjim nagibom krovne plohe 6°. Glavni nosači su tipski lijepljeni lamelirani nosači izvedeni kao zakrivljeni lamelirani nosači sa rasponom 22,10m. Materijal glavnih nosača je lijepljeno lamelirano drvo kvalitete GL24h. Sekundarni nosači su podrožnice, kvaliteta materijala podrožnica je puno drvo C24.Prostorna stabilizacija krovišta je izvedena kao sustav mekih dijagonala Ø27 mm kvalitete čelika S235. Analiza djelovanja na konstrukciju izvršena je prema normama HRN EN. Za proračun i dimenzioniranje podrožnica, glavnih nosača i horizontalnih spregova, korištena je norma HRN EN 1995-1-1. Unutarnje sile, reakcije i progibi, dobiveni su u programu Robot Structural Analysis Professional 2014, a grafički prilozi napravljeni su pomoću programa AutoCAD 2016.
Abstract (english)
The task of the graduate thesis, from the course of Wooden Construction II, was to calculate the roof construction of the sports halls in Briješće. The floor plan dimensions of the hall are 22.85 x 33.90 m. The roof structure is constructed as a monopitched roof with a reference height of 10.37 m and the average roof pitch of 6 °. The main girder are type-glued laminated girder constructed as curved laminated girder with a range of 22.10 m. The material of the main girder is glued laminated quality wood GL24h. Secondary girder are purlin, the quality of purlin material is a solid timber C24. Spacious roof stabilization is performed as a system of soft diagonals of Ø27 mm steel quality S235. The constructional performance analysis was calculated out according to HRN EN standards. The HRN EN 1995-1-1 standard was used to calculate and dimension the purlin, main girder and horizontal joints. Inner forces, reactions and deflection were calculated in the Robot Structural Analysis Professional 2014 program, and the graphical attachments were created using the AutoCAD 2016 program.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:639509
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 on2017-10-27 06:25:58