prikaz prve stranice dokumenta Proračun drvenog stropa upravne zgrade
Access restricted to students and staff of home institution
undergraduate thesis
Proračun drvenog stropa upravne zgrade
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. urn:nbn:hr:133:673881
Gütler, Dominik
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Institutional repository: Repository GrAFOS

Cite this document

Gütler, D. (2022). Proračun drvenog stropa upravne zgrade (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:133:673881

Gütler, Dominik. "Proračun drvenog stropa upravne zgrade." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:673881

Gütler, Dominik. "Proračun drvenog stropa upravne zgrade." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2022. https://urn.nsk.hr/urn:nbn:hr:133:673881

Gütler, D. (2022). 'Proračun drvenog stropa upravne zgrade', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 08 May 2024, https://urn.nsk.hr/urn:nbn:hr:133:673881

Gütler D. Proračun drvenog stropa upravne zgrade [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2022 [cited 2024 May 08] Available at: https://urn.nsk.hr/urn:nbn:hr:133:673881

D. Gütler, "Proračun drvenog stropa upravne zgrade", 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:133:673881

Metadata
TitleProračun drvenog stropa upravne zgrade
Title (english)CALCULATION OF THE WOODEN CEILING OF THE ADMINISTRATIVE BUILDING
AuthorDominik Gütler
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 country2022-09-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Proračun drvenog stropa upravne zgrade vrši se po Eurocode 5 odnosno prema propisima HRN EN-1995. Dimenzije upravne zgrade su 17.5 m x 8.5 m. Grednici se nalaze na međusobnom razmaku od 64 cm. Drveni strop iznad prizemlja ima stropnu kotu od +3.20m. Drveni strop se proračunava odnosno dimenzionira prema graničnom stanju nosivosti (GSN) i prema graničnom stanju uporabljivosti (GSU). Konstrukcija je opterećena stalnim vlastitim opterećenjem i promjenjivim odnosno korisnim opterećenjem od qk =1.50kN/m2. Stropna konstrukcija se sastoji od drvenih grednika dimenzije b/h = 8/12cm koji su od punog drveta i razreda čvrstoće C24 između kojih je postavljena T.I. (Toplinska izolacija) debljine 12 cm, a s obje strane je obložena daščanom oplatom debljine 2.4 cm, gdje se na gornju stranu postavlja paropropusna vodonepropusna folija čija je debljina 0.02 cm a, s donje strane se izvodi rigips debljine 1.25 cm. Statički proračun je izvršen putem programa Autodesk Robot Structural Analysis Professional 2019.
Abstract (english)
The calculation of the wooden ceiling of the administrative building is carried out according to Eurocode 5, i.e. according to the regulations of HRN EN-1995. The dimensions of the administrative building are 17.5 m x 8.5 m. The beams are located at a distance of 64 cm from each other. The wooden ceiling above the ground floor has a ceiling height of +3.20m. The wooden ceiling is calculated or dimensioned according to the load-bearing limit state (GSN) and according to the serviceability limit state (GSU). The structure is loaded with a permanent own load and a variable or useful load of qk = 1.50kN/m2. The ceiling structure consists of wooden beams with dimensions w/h = 8/12 cm, which are made of solid wood and strength class C24, between which T.I. is placed. (Thermal insulation) with a thickness of 12 cm, and on both sides it is covered with a board formwork with a thickness of 2.4 cm, where a vapor-permeable waterproof film with a thickness of 0.02 cm is placed on the upper side and a 1.25 cm-thick plasterboard is made on the lower side. The static calculation was performed using Autodesk Robot Structural Analysis Professional 2019.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:673881
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
Terms of useLicence In copyright icon
Created on2022-11-03 11:38:08