prikaz prve stranice dokumenta Dimenzioniranje drvenog objekta
  Download
PDF 5.77 MB
undergraduate thesis
Dimenzioniranje drvenog objekta
završni rad
Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2019. urn:nbn:hr:123:392310
Crnković, Ivana
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Metal and Timber Structures

Institutional repository: FCEAG Repository

Cite this document

Crnković, I. (2019). Dimenzioniranje drvenog objekta : završni rad (Undergraduate thesis). Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy. Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:392310

Crnković, Ivana. "Dimenzioniranje drvenog objekta : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2019. https://urn.nsk.hr/urn:nbn:hr:123:392310

Crnković, Ivana. "Dimenzioniranje drvenog objekta : završni rad." Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2019. https://urn.nsk.hr/urn:nbn:hr:123:392310

Crnković, I. (2019). 'Dimenzioniranje drvenog objekta : završni rad', Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:123:392310

Crnković I. Dimenzioniranje drvenog objekta : završni rad [Undergraduate thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2019 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:123:392310

I. Crnković, "Dimenzioniranje drvenog objekta : završni rad", Undergraduate thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:123:392310

Metadata
TitleDimenzioniranje drvenog objekta : završni rad
Title (english)Design of a Timber Structure : Undergraduate Thesis
AuthorIvana Crnković
MentorNeno Torić (mentor)
Committee memberNeno Torić (predsjednik povjerenstva)
Committee memberIvica Boko (član povjerenstva)
Committee memberVladimir Divić (član povjerenstva)
GranterUniversity of Split
Faculty of Civil Engineering, Architecture and Geodesy
(Department of Metal and Timber Structures)
Split
Defense date and country2019-09-25, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Na temelju zadanih podataka drvenog objekta potrebno je dimenzionirati glavnu nosivu konstrukciju, spregove konstrukcije i temelje. Objekt je visine 6 metara, na dvije etaže koje su povezane stepenicama. Objekt se nalazi na području Zagreba. Proračun se provodi na temelju graničnog stanja nosivosti (GSN) i graničnog stanja uporabljivost (GSU). Na konstrukciju djeluju stalna i promjenjiva opterećenja. Stalna opterećenja su: vlastita težina, dodatno stalno opterećenje (opterećenje stalnih dijelova objekta). Promjenjiva opterećenja su: snijeg, vjetar i pokretno opterećenje. Opterećenje vjetrom je urađeno u SCII Engineer 18.1 preko modula 3D Wind. Materijal konstrukcije je drvo C24/uporabna klasa 2. Konstrukcija se izvodi montažno. Međukatna konstrukcija se sastoji od lijepljenog panelnog sustava. Fasada je staklena, a krovni pokrov je sendvič panel.Objekt se nalazi na području Zagreba. Iznosi unutarnji sila dobiveni su u računalnom programu „SCIA Engineer 18.1“. U SCII Engineer 18.1 su također dobiveni progibi, kao i iskoristivosti pojedinih elemenata konstrukcije. Nosivi sustav objekta je osmišljenu 6 pozicija koje se razlikuju svojim dimenzijama. To su: glavne krovne grede, sekundarne krovne grede, glavne međukatne grede, sporedne krovne grede, stupovi i spregovi.
Abstract (english)
On the basis of the given data of the wooden object, it is necessary to dimension the main load-bearing structure, expand the structures and foundations. The calculation is carried out on the basis of the payload limit (ULS) and the limit state usability (SLS). Constant and variable loads affect the structure. Constant loads are: self-weight, constant constant load (load of permanent parts). Variable loads are: snow, wind and moving load. The load is included in SCII Engineer 18.1 via the 3D Wind module. The construction material is C24 wood / user class 2. The construction is prefabricated. The facade is glass, the roof is a sandwich panel. The facility is located in the Zagreb area. The internal forces were obtained from the computer program "SCIA Engineer 18.1". In SCII Engineer 18.1 also got new features, as well as the usability of certain elements of the structure. The load-bearing system of the building is designed in 6 positions that differentiate their dimensions. Up to: main roof beams, secondary roof beams, main inter-beam beams, side roof beams, columns and joists.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:123:392310
Study programmeTitle: Civil Engineering
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 conditionsOpen access
Terms of useLicence In copyright icon
Public notePredmet: Osnove drvenih konstrukcija
Created on2019-10-02 07:41:48