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undergraduate thesis
Proračun drvenog stropa obiteljske prizemnice
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. urn:nbn:hr:133:603459
Sitar, Stjepan
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

Sitar, S. (2021). Proračun drvenog stropa obiteljske prizemnice (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:133:603459

Sitar, Stjepan. "Proračun drvenog stropa obiteljske prizemnice." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:603459

Sitar, Stjepan. "Proračun drvenog stropa obiteljske prizemnice." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:603459

Sitar, S. (2021). 'Proračun drvenog stropa obiteljske prizemnice', 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:133:603459

Sitar S. Proračun drvenog stropa obiteljske prizemnice [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2024 August 01] Available at: https://urn.nsk.hr/urn:nbn:hr:133:603459

S. Sitar, "Proračun drvenog stropa obiteljske prizemnice", 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:133:603459

Metadata
TitleProračun drvenog stropa obiteljske prizemnice
AuthorStjepan Sitar
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 country2021-09-17, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Proračun drvenog stropa obiteljske prizemnice prema propisima HRN EN-1995. Obiteljska kuća je dimenzija 9 m x 5 m s ulaznim prostorom (hodnikom) 3 m x 2,5 m. Sastoji se još od prostorija dnevnog boravka s kuhinjom, kupatilom, spavaćom sobom i gostinjskom sobom. Materijali koji se koriste za izradu nosive stropne konstrukcije ove obiteljske kuće su sljedeći: drveni grednici dimenzija b/h = 14/24 cm, razreda čvrstoće C24 između kojih je postavljena toplinska izolacija debljine 24 cm, sa donje strane obložena daščanom oplatom debljine 2,4 cm te rigips pločama debljine 1,25 cm, iznad drevnih grednika postavljene su OSB ploče debljine 2,2 cm. Stropna kota je na +3,50m. Lokacija objekta je u gradu Osijeku. Konstrukcija je opterećena stalnim opterećenjem od vlastite težine te korisnim opterećenjem iznosa qk = 1,50 kN/m2. Koristeći ove ulazne podatke napravljena je statička analiza elementa, dimenzioniranje elementa prema graničnim stanjima nosivosti i graničnim stanjima uporabljivosti.
Abstract (english)
Calculations of ceiling made of timber on single-storey houses using regulations HRN EN- 1995. Dimensions of house is 9 m x 5 m with entrance 3 m x 2,5 m. House is set with living room, kitchen, bathroom, bedroom and guest room. Materials of witch is made timber ceiling are: timber beams dimensions b/h = 14/24 cm, solidity class C24, between them there is also thermal isolation 24 cm thick, on down side of ceiling there are set bord formwork 2,4 cm thick with gypsum on top o fit which is 1,25 cm thick, on top of the ceiling there are set OSB boards 2,2 cm thick. Altitude of ceiling is +3,50 m. Located in Osijek. The construction is loaded with self-weight and moving load qk = 1,50 kN/m2 intensity. Using these parameters static analysis has been made, also sizing of elements using boundary conditions of capacity and boundary conditions of usability.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:603459
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
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Created on2021-11-09 13:01:34