prikaz prve stranice dokumenta Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču
Access restricted to students and staff of home institution
undergraduate thesis
Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču
2022. urn:nbn:hr:157:943852
Leko, Petar
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Technical Mechanics

Cite this document

Leko, P. (2022). Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:943852

Leko, Petar. "Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:157:943852

Leko, Petar. "Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2022. https://urn.nsk.hr/urn:nbn:hr:157:943852

Leko, P. (2022). 'Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 07 May 2024, https://urn.nsk.hr/urn:nbn:hr:157:943852

Leko P. Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2022 [cited 2024 May 07] Available at: https://urn.nsk.hr/urn:nbn:hr:157:943852

P. Leko, "Model jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2022. Available at: https://urn.nsk.hr/urn:nbn:hr:157:943852

Please login to the repository to save this object to your list.
Metadata
TitleModel jednog čeličnog nosača krova sportske dvorane "Žatika" u Poreču
Title (english)Model of the Main Truss Structure of the Sport Hall "Zatika" in Porec
AuthorPetar Leko
MentorDragan Ribarić (mentor)
Committee memberTeo Mudrić (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Load Bearing Structures and Technical Mechanics)
(Chair of Technical Mechanics)
Rijeka
Defense date and country2022-09-22, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U završnom radu će se analizirati jedan glavni rešetkasti nosač dvorane „Žatika“ u Poreču. Rešetkasti nosač je širine 83.8 metara i visine 16.2 m koji se oslanja na 2 stupa na rasponu od 64 metra. Svi dijelovi konstrukcije su izrađeni od kvalitete čelika S235 te su različitih presjeka, ovisno o položaju (vanjske i unutarnje pojasnice, vertikalni i dijagonalni profili). Proračunavat će se stalno opterećenje, opterećenje snijega i vjetra različitih intenziteta i položaja koji djeluju na konstrukciju. Opterećenja ovise o geografskom položaju i oblikovanju dvorane (tlocrtni i poprečni presjek, oblik krova, itd.) te se proračunavaju pomoću Eurokoda 1 koji definira djelovanja na konstrukcije. Nakon pronalaska navedenih opterećenja, rešetkasti nosač se modelira u računalnom programu STAAD.Pro gdje se točno moraju zadati rasponi, poprečni presjeci, materijali i oslonci konstrukcije. Na modeliranu konstrukciju se postavljaju proračunata opterećenja koja djeluju u 12 različitih proračunskih kombinacija za granično stanje nosivosti i uporabljivosti Modelirana konstrukcija se analizira u programu s obzirom na proračunske kombinacije opterećenja te se dobiveni dijagrami opterećenja i pomaka analiziraju. Izdvajaju se i komentiraju najopterećeniji dijelovi konstrukcije (rezultanti dijagrami) na uzdužna i poprečna opterećenja te maksimalni pomaci promatrane konstrukcije.
Abstract (english)
In this graduation procject, one main steel arched carrier of the hall "Žatika" in Poreč will be analyzed. The main carrier is 83.8 meters wide and 16.2 m high, resting on 2 columns at a span of 65 meters. All structural parts are made of S235 quality steel and are of different sections, depending on the position (external and internal belts, vertical and diagonal profiles). Constant load, snow and wind load of different intensities and positions acting on the structure will be calculated. Loads depend on the geographical location and design of the hall (floor plan and cross-section, shape of the roof, etc.) and are calculated using Eurocode 1, which defines the action on the structure. After finding the specified loads, the carrier is modeled in the computer program STAAD.Pro where exactly spans, cross-sections, materials and supports of the structure must be specified. Design loads are placed on the modeled construction, acting in 12 different design combinations for the load state desing and serviceability limit state. The modeled construction is analyzed with regard to calculated load combinations, and the obtained load diagrams are also analyzed. The most heavily loaded parts of the structures (resultant diagrams) are highlighted and commented on the longitudinal and transverse loads and the maximum displacements of the observed structure.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:943852
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 on2022-10-04 10:57:58