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, 2022. urn:nbn:hr:133:854742
Budimir, Valentina
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

Budimir, V. (2022). 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:133:854742

Budimir, Valentina. "Proračun drvenog stropa." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:854742

Budimir, Valentina. "Proračun drvenog stropa." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:854742

Budimir, V. (2022). 'Proračun drvenog stropa', 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:133:854742

Budimir V. Proračun drvenog stropa [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2024 August 01] Available at: https://urn.nsk.hr/urn:nbn:hr:133:854742

V. Budimir, "Proračun drvenog stropa", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:133:854742

Metadata
TitleProračun drvenog stropa
Title (english)Calculation of the wooden ceiling
AuthorValentina Budimir
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 country2022-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Prema HRN EN – 1995 propisima proračunata su djelovanja na drvenu stropnu konstrukciju koja je locirana u Osijeku. Vanjske dimenzije objekta su 6,0x8,0 m, a visinska stropna kota je na +3,80 m. Na drveni strop djeluju stalna opterećenja od vlastite težine te promjenjivo opterećenje u iznosu q=2,50 kN/m2. Drvena stropna konstrukcija sastoji se od nosive konstrukcije sastavljene od drvenih grednika poprečnog presjeka b/h=10/12 cm, između kojih je postavljena toplinska izolacija debljine 12 cm. Slojevi podgleda sastoje se od daščane oplate debljine 2,4 cm na koju je s gornje strane postavljena paropropusna vodonepropusna folija debljine 0,02 cm i rigips ploča debljine 1,25 cm. Slojevi poda od OSB ploča debljine 2,2 cm. Za elemente konstrukcije drvenog stropa koristi se cjelovito drvo razreda čvrstoće C24. Elementi su dimenzionirani prema graničnom stanju nosivosti (GSN) i graničnom stanju uporabljivosti (GSU). Za dobivanje dijagrama momenata savijanja, poprečnih sila i djelovanja progiba korišten je program Autodesk Structural Analysis Professional 2021.
Abstract (english)
According to the HRN EN - 1995 regulations, actions on the wooden ceiling structure located in Osijek were calculated. The external dimensions of the building are 6.0x8.0 m, and the ceiling height is +3.80 m. The wooden ceiling is subjected to constant loads from its own weight and a variable load in the amount of q=2.50 kN/m2. The wooden ceiling structure consists of a load-bearing structure composed of wooden beams with a cross-section of w/h=10/12 cm, between which thermal insulation with a thickness of 12 cm is placed. The sub-view layers consist of a 2.4 cm thick board formwork on which a 0.02 cm thick vapor-permeable waterproof foil and a 1.25 cm thick gypsum board are placed on the upper side. The floor layers are made of OSB boards with a thickness of 2.2 cm. Whole wood of strength class C24 is used for the construction elements of the wooden ceiling. The elements are dimensioned according to the limit state of bearing (GSN) and limit state of serviceability (GSU). The Autodesk Structural Analysis Professional 2021 program was used to obtain diagrams of bending moments, transverse forces and bending action.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:854742
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
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Created on2022-11-02 15:54:27