prikaz prve stranice dokumenta Proračun drvenog stropa prizemnice
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undergraduate thesis
Proračun drvenog stropa prizemnice
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. urn:nbn:hr:133:436012
Odmorek, Luka
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

Odmorek, L. (2024). Proračun drvenog stropa 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:133:436012

Odmorek, Luka. "Proračun drvenog stropa prizemnice." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:436012

Odmorek, Luka. "Proračun drvenog stropa prizemnice." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:436012

Odmorek, L. (2024). 'Proračun drvenog stropa 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:133:436012

Odmorek L. Proračun drvenog stropa prizemnice [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 August 01] Available at: https://urn.nsk.hr/urn:nbn:hr:133:436012

L. Odmorek, "Proračun drvenog stropa prizemnice", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:436012

Metadata
TitleProračun drvenog stropa prizemnice
Title (english)Calculation of the wooden ceiling of the ground floor
AuthorLuka Odmorek
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 country2024-07-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom završnom radu izvođen je proračun drvene stropne konstrukcije u prizemnoj obiteljskoj kućiprema HRN EN normama. Kuća ima vanjske dimenzije 8,50 m x 6,75 m, a visina stropa iznosi 3,50m. Prizemnica se sastoji od kuhinje s blagovaonicom i dnevnim boravkom, hodnika, kupaonice te dvaju spavaćih soba. Lokacija objekta je u Osijeku. Konstrukcija se sastoji od nosive strukture koja obuhvaća drvene grede dimenzija b/h = 12/18 cm, a između drvenih greda nalazi se toplinska izolacija u obliku staklene vune, slojeve podgleda (daske debljine 2,4 cm i rigips debljine 1,25 cm) te slojeve poda, odnosno OSB ploče 2,2 cm. Također, prikazan je proračun konstrukcije koji uključuje stalno opterećenje od vlastite težine koje iznosi 0,65 kN/m2i korisno opterećenje od 1,50 kN/m2 . Korišteno je cjelovito crnogorično drvo razreda čvrstoće C24. Sve grede konstrukcije analizirane su kako statički sustav proste grede. Imamo poziciju 1 koja je kritičnija čiji je raspon 4,91 m, te poziciju 2 čiji je raspon 3,40m. Analizu je vršena pomoću „Robot Structural Analysis Professional 2024.“
Abstract (english)
The calculation of the wooden ceiling structure in a ground-floor family house was performed according to HRN EN standards. The house has external dimensions of 8.50 m x 6.75 m, a ceiling height of 3.50 m, and consists of a kitchen with a dining area and living room, a hallway, a bathroom, and two bedrooms. The location of the building is in Osijek. The construction consists of a loadbearing structure encompassing wooden beams with dimensions b/h = 12/18 cm. Thermal insulation in the form of glass wool is placed between the wooden beams, along with layers of ceiling finish (boards with a thickness of 2.4 cm and gypsum board with a thickness of 1.25 cm) and floor layers, specifically OSB boards of 2.2 cm thickness. The structural calculation includes a permanent load from its own weight, amounting to 0.65 kN/m2, and a live load of 1.50 kN/m2. Solid softwood of strength class C24 was used. All beams of the structure were analyzed as a static system of a simple beam. There is a critical position 1 with a span of 4.91 m and position 2 with a span of 3.40 m. The analysis was conducted using "Robot Structural Analysis Professional 2024."
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:436012
Study programmeTitle: Professional Undergraduate study Civil Engineering; specializations in: general course
Course: general course
Study programme type: professional
Study level: undergraduate
Academic / professional title: prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (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 on2024-07-16 12:23:04