prikaz prve stranice dokumenta Proračun drvenog stropa
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undergraduate thesis
Proračun drvenog stropa
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. urn:nbn:hr:133:683643
Šimatović, Doris
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Cite this document

Šimatović, D. (2021). Proračun drvenog stropa (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:133:683643

Šimatović, Doris. "Proračun drvenog stropa." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:683643

Šimatović, Doris. "Proračun drvenog stropa." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:683643

Šimatović, D. (2021). 'Proračun drvenog stropa', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 14 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:683643

Šimatović D. Proračun drvenog stropa [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2024 November 14] Available at: https://urn.nsk.hr/urn:nbn:hr:133:683643

D. Šimatović, "Proračun drvenog stropa", 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:133:683643

Metadata
TitleProračun drvenog stropa
Title (english)Calculation of wooden celing
AuthorDoris Šimatović
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 country2021-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Prema zadanom tlocrtu obiteljske kuće čija je lokacija Osijek, proračunava se drveni strop iznad prizemlja objekta sa stropnom kotom na +3,50 metara. Stropna konstrukcija proračunava se na djelovanje stalnog opterećenja od vlastite težine te na promjenjivo uporabno opterećenje nestambenog prostora. Djelovanja na stropnu konstrukciju proračunavaju se prema HRN EN - 1995 propisima. Drvena stropna konstrukcija sastoji se od nosive konstrukcije sastavljene od drvenih grednika čiji je poprečni presjek dimenzija b/h = 8/12 cm, između kojih je postavljena toplinska izolacija debljine 12 cm; od slojeva podgleda odnosno plafona koji se sastoji od daščanih oplata debljine 2,4 cm, te slojeva poda sastavljenog od daščanih oplata debljine 2,4 cm na koju se s gornje strane postavlja parapropusna vodonepropusna folija debljine 0,02 cm i rigipsa debljine 1,25 cm. Za elemente drvenog stropa koristi se cjelovito drvo razreda C24 čije su karakteristike preuzete iz HRN EN -1995 norme. Nosivost drvenih grednika provjerena je prema graničnom stanju nosivosti(GSN) i graničnom stanju uporabljivosti(GSU). Vanjske dimenzije objekta su 7x8 m unutar kojih se nalaze četiri prostorije. Dijagrami momenata savijanja i poprečnih sila izračunati su pomoću programa Autodesk Robot Structural Analysis Professional 2016.
Abstract (english)
According to the given floor plan oft he family house, whose location is Osijek, the wooden ceiling above the ground floor oft he building with a ceiling elevation of +3,50 meters is calculated. The ceiling construction is calculated on the action of a constant load from it's own weight and on the variable usable load oft he living space. Effects on the ceiling structure consists of a load-bearing structure composed of wooden beams whose cross section is dimensions b/h = 8/12 cm, between wich is placed thermal insulation 12 cm thick; from the sublayer or ceiling layers consisting of 2,4 cm thick planks, and the floor layers composed of 2,4 cm thick planks on which a 0,02 cm thick gypsum are placed on the upper side. For the elements of the wooden ceiling, solid wood of class C24 is used, the characteristics of which are taken from the HRN EN - 1995 norm. The load - bearing capacity of wooden beams was checked according to the load - bearing capacity limit and the serviceability limit state. The external dimensions oft he building are 7x8m within which there are four rooms. The diagram of bending moments and transverse forces were calculated using an Autodesk Robot Structural Analysis Professional 2016.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:683643
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 on2021-11-09 13:12:41