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undergraduate thesis
Proračun krovišta tipa roženičkog krovišta
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. urn:nbn:hr:133:040632
Nekić, Marko
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Nekić, M. (2020). Proračun krovišta tipa roženičkog krovišta (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:133:040632

Nekić, Marko. "Proračun krovišta tipa roženičkog krovišta." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:040632

Nekić, Marko. "Proračun krovišta tipa roženičkog krovišta." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2020. https://urn.nsk.hr/urn:nbn:hr:133:040632

Nekić, M. (2020). 'Proračun krovišta tipa roženičkog krovišta', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 01 August 2024, https://urn.nsk.hr/urn:nbn:hr:133:040632

Nekić M. Proračun krovišta tipa roženičkog krovišta [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2020 [cited 2024 August 01] Available at: https://urn.nsk.hr/urn:nbn:hr:133:040632

M. Nekić, "Proračun krovišta tipa roženičkog krovišta", Undergraduate 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:133:040632

Metadata
TitleProračun krovišta tipa roženičkog krovišta
Title (english)Calculation of wooden roofing
AuthorMarko Nekić
MentorJurko Zovkić (mentor)
Committee memberDamir Varevac (predsjednik povjerenstva)
Committee memberJurko Zovkić (član povjerenstva)
Committee memberSilva Lozančić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2020-09-15, 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. Obiteljska kuća nalazi se u Osijeku, na nadmorskoj visini 90 m n.m. Objekt je prizemnica (P+PK), tlocrtne površine 70,31 m2, s dva otvorena ballkona na nivou prizemlja. Visinska stropna kota je +3,50 m, a visina objekta do vrha sljemena iznosi +6,81 m. Glavna nosiva konstrukcija je sustav dvostrešnog praznog krovišta, nagiba krovnih ploha 40° prema horizontali. Prepust streha sa svake strane iznosi 80 cm, a krovni završeci u ravnini su sa zabatnim zidovima. 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). Family house is located in Osijek, on an altitude 90 meters above sea level. Exterior area of a single-storey house is 70,31 m2, with two opened balconies on the ground floor level. Floor construction level is +3,50 m, and total hight of the building is 6,81 m. The main load-bearing structure is double-pitched gable roof with roof pitch 40° towards a horizontal line. Lenght of the eaves is 80 cm on both sides, with ridge endings in the same plane as gable walls. 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
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:040632
Study programmeTitle: Undergraduate university programme in civil engineering; specializations in: General course
Course: General course
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/a prvostupnik/ prvostupnica (baccalaureus/baccalaurea) 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 on2020-11-25 12:53:18