prikaz prve stranice dokumenta PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA
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master's thesis
PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA
2020. urn:nbn:hr:133:395158
Tomić, Josipa
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Tomić, J. (2020). PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:395158

Tomić, Josipa. "PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:395158

Tomić, Josipa. "PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:395158

Tomić, J. (2020). 'PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 13 June 2021, https://urn.nsk.hr/urn:nbn:hr:133:395158

Tomić J. PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2020 [cited 2021 June 13] Available at: https://urn.nsk.hr/urn:nbn:hr:133:395158

J. Tomić, "PRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:133:395158

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Metadata
TitlePRORAČUN POŽARNE OTPORNOSTI GLAVNIH NOSAČA TRAPEZNOG OBLIKA ZA RAZLIČITA POŽARNA OPTEREĆENJA
Title (english)CALCULATION OF FIRE RESISTANCE OF MAIN TRAPEZOUS BEARINGS FOR DIFFERENT FIRE LOADS
AuthorJosipa Tomić
MentorJurko Zovkić (mentor)
Committee memberSilva Lozančić (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberHrvoje Draganić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2020-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Glavni zadatak diplomskog rada bio je proračunati požarnu otpornost glavnih nosača trapeznog oblika za različita požarna opterećenja. Nosač je opterećen sa sedam različitih požarnih opterećenja izraženih u minutama. Otpornost nosača na požar provodila se na mjestu maksimalnog naprezanja od savijanja u nosaču te na mjestu maksimalne poprečne sile (ležaj). Izračunu požarne otpornosti glavnih nosača prethodila je detaljna analiza djelovanja od snijega i vjetra te proračun nosivosti i uporabljivosti glavnih i sekundarnih elemenata konstrukcije prema važećim HRN EN normama. Sekundarni elementi (podrožnice) izrađene su od punog drva, kvalitete C24, dok je glavni nosač izrađen od lijepljenog lameliranog drva, kvalitete Gl24h. Statički sustav glavnih i sekundarnih elemenata jest prosta greda. Sekundarnih nosači su raspona 5 m, dok je raspon glavnih nosača 20 m.
Abstract (english)
The main task behind this thesis was to calculate fire resistance of trapezoidal shaped main girder under various fire loads. The girder is loaded with seven different fire loads, expressed in minutes. Fire resistance was conducted in place of maximum stress coused by bending moment and on the spot of maximum transverse force (bearing). In order to calculate fire resistance of main girders, thorough analsys of wind and snow load needed to be done along with the bearing capacity and utility of main and secondary construction elements using the valid standards (HRN EN). Secondary elements (purlins) are made of solid timber, C24 quality, while the main girders are made of glued laminated timber, Gl24h quality. Simply supported beam is static system of both main and secondary elements. Span of secondary girders is 5m while span of main girders is 20m.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:395158
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 on2021-01-20 08:56:55