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undergraduate thesis
Proračun drvenog krovišta poljoprivredne kućice
2021. urn:nbn:hr:133:408867
Verić, Denis
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Verić, D. (2021). Proračun drvenog krovišta poljoprivredne kućice (Undergraduate thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:408867

Verić, Denis. "Proračun drvenog krovišta poljoprivredne kućice." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:408867

Verić, Denis. "Proračun drvenog krovišta poljoprivredne kućice." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:408867

Verić, D. (2021). 'Proračun drvenog krovišta poljoprivredne kućice', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 09 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:408867

Verić D. Proračun drvenog krovišta poljoprivredne kućice [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2024 November 09] Available at: https://urn.nsk.hr/urn:nbn:hr:133:408867

D. Verić, "Proračun drvenog krovišta poljoprivredne kućice", Undergraduate 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:133:408867

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Metadata
TitleProračun drvenog krovišta poljoprivredne kućice
Title (english)Calculation of the wooden roof of a farm house
AuthorDenis Verić
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 country2021-03-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Prema sadašnjim normama i propisima, za zadani tlocrt prizemlja, potrebno je dimenzionirati elemente tradicionalnog drvenog krovišta uz dokaze graničnih stanja nosivosti i uporabljivosti. Poljoprivredna kućica nalazi se u Aljmašu, na nadmorskoj visini 90 m n.m. Krovište objekta pokriva tlocrtnu površinu 69,36 𝑚2, koja sadrži ostavu za odlaganje poljoprivrednog alata te trijem za poljoprivredne alate. Visinska stropna kota je +3,00 m, a visina objekta do vrha sljemena iznosi +5,85 m. Glavna nosiva konstrukcija je sustav dvostrešnog krovišta sa pajantom, nagiba krovnih ploha 40° prema horizontali. Prepust streha sa svake strane iznosi 50 cm kao i krovnih krajeva iznad zabata. Svi elementi krovišta koji tvore nosivu konstrukciju su od punog mekog drveta (četinjače) razreda čvrstoće C24. Analiza opterećenja provedena je prema : HRN EN 1991 – Eurokod 1: Djelovanja na konstrukcije HRN EN 1991-1-1: Opća djelovanja – Obujamske težine, vlastite težine i uporabna opterećenja za zgrade HRN EN 1991-1-3: Opća djelovanja – Opterećenja snijegom HRN EN 1991-1-4: Opća djelovanja – Djelovanje vjetra Dimenzioniranje elemenata provedeno je prema: HRN EN 1995 – Eurokod 5: Projektiranje drvenih konstrukcija HRN EN 1990 – Eurokod 0: Osnove projektiranja konstrukcija.
Abstract (english)
According to current regulations, based on a given floor plan, the task is to design structural elements of traditional wooden roof with provided ultimate limit state (ULS) and serviceability limit state (SLS). Agricultural house is located in Aljmaš, on an altitude 90 meters above sea level. Roof construction covers area of 69,36 𝑚2, which consists of a storage and porch for storing agricultural tools. Floor construction level is +3,00 m and total height of the building is 5,85 m. The main load-bearing structure is double-pitched rack roof with roof pitch 40° towards a horizontal line. Lenght of the eaves is 50 cm aswell as the ridge endings. All elements used for forming load-bearing structure are C24 structural strength, corresponding to coniferous timber. The constructional performance analysis was calculated out according to HRN EN standards: HRN EN 1991 – Eurocode 1: Actions on structures HRN EN 1991-1-1: Part 1-1: Densities, self-weight, imposed loads for buildings HRN EN 1991-1-3: Snow loads HRN EN 1991-1-4: Wind actions. Structural elements were designed according to HRN EN standards: HRN EN 1995 – Eurocode 5: Design of timber constructions HRN EN 1990 – Eurocode 0: Basis of structural design.
Keywords
Languagecroatian
URN:NBNurn:nbn:hr:133:408867
Study programmeTitle: Undergraduate professional study in civil engineering; specializations in: General course
Course: General course
Study programme type: professional
Study level: undergraduate
Academic / professional title: stručni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (stručni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva)
Type of resourceText
File originBorn digital
Access conditionsAccess restricted to students and staff of home institution
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Created on2021-07-05 09:41:36