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undergraduate thesis
Model lučnog čeličnog nosača krova sportske dvorane u Labinu
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2019. urn:nbn:hr:157:575820
Omić, Sabina
University of Rijeka
Faculty of Civil Engineering

Institutional repository: Repository of the University of Rijeka, Faculty of Civil Engineering

Cite this document

Omić, S. (2019). Model lučnog čeličnog nosača krova sportske dvorane u Labinu (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:575820

Omić, Sabina. "Model lučnog čeličnog nosača krova sportske dvorane u Labinu." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:575820

Omić, Sabina. "Model lučnog čeličnog nosača krova sportske dvorane u Labinu." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:575820

Omić, S. (2019). 'Model lučnog čeličnog nosača krova sportske dvorane u Labinu', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 28 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:575820

Omić S. Model lučnog čeličnog nosača krova sportske dvorane u Labinu [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2019 [cited 2024 November 28] Available at: https://urn.nsk.hr/urn:nbn:hr:157:575820

S. Omić, "Model lučnog čeličnog nosača krova sportske dvorane u Labinu", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:157:575820

Metadata
TitleModel lučnog čeličnog nosača krova sportske dvorane u Labinu
Title (english)Steel arch model of the sport hall roof in Labin
AuthorSabina Omić
MentorDragan Ribarić (mentor)
Committee memberDragan Ribarić (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2019-09-19, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom završnom radu izrađen je model lučnog čeličnog nosača krova sportske dvorane u Labinu. Pri modeliranju je bilo potrebno pridržavati se gabarita postojede konstrukcije koja je izvedena u vidu lučnih nosača od lameliranog drva. Raspon glavnog nosača je 24,5 m, a visina 11,38 m. Model nosača je rešetka čiji su vanjski elementi međusobno povezani kosim i vertikalnim profilima, pa su prema tome određeni odgovarajudi profili svih elemenata od kojih se rešetkasti nosač sastoji. Također su određeni i profili uzdužnih nosača sekundarne nosive konstrukcije. Izrađen je proračun stalnih i promjenjivih djelovanja na konstrukciju nosača te je pretpostavljeno 12 proračunskih kombinacija djelovanja. Konstrukcija je modelirana u računalnom programu STAAD.Pro i nakon unosa svih kombinacija djelovanja određene su one najnepovoljnije. Dobiveni su rezultantni dijagrami za najnepovoljniju kombinaciju djelovanja i izdvojene najvede vrijednosti rezultanti naprezanja. Prema dobivenim rezultantnim naprezanjima dokazano je da odabrani profili elemenata konstrukcije zadovoljavaju granično stanje nosivosti i granično stanje uporabljivosti.
Abstract (english)
The subject of this graduation project is the main steel arched carrier of the Labin sports centre roof. During the design process, the most important thing was to respect the dimensions of the existing carrier which is made from laminated wood. The span of the main carrier is 24,5 m while the height is 11,38m. The carrier model is a grille whose outer elements are interconnected by slant and vertical profiles, whuch has determined the corresponding profiles of all the elements of which the grille carrier consists of. The profiles of the longitudinal supports of the secondary load-bearing structure have also been determined. The calculation of continuous and variable actions on the support structure was made, and 12 combinations of actions were estimated. The construction was modeled in the computer program STAAD.Pro and after entering all combinations of actions, the most unfavorable ones were determined. The resultant diagrams for the most unfavorable combination of action were obtained and the highest values of the stress resultants were extracted. According to the resultant stresses, it has been proved that the selected profiles of structural elements satisfy the limit state of load capacity and limit state of usability.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:575820
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 conditionsAccess restricted to students and staff of home institution
Terms of useLicence In copyright icon
Created on2019-10-15 12:50:44