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master's thesis
Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2015. urn:nbn:hr:157:640792
Melon, Miriam
University of Rijeka
Faculty of Civil Engineering

Cite this document

Melon, M. (2015). Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:640792

Melon, Miriam. "Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:640792

Melon, Miriam. "Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:640792

Melon, M. (2015). 'Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 23 April 2024, https://urn.nsk.hr/urn:nbn:hr:157:640792

Melon M. Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2015 [cited 2024 April 23] Available at: https://urn.nsk.hr/urn:nbn:hr:157:640792

M. Melon, "Dimenzioniranje čelične konstrukcije skladišno - proizvodne hale", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2015. Available at: https://urn.nsk.hr/urn:nbn:hr:157:640792

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Metadata
TitleDimenzioniranje čelične konstrukcije skladišno - proizvodne hale
Title (english)Design of Steel Structure of the Storage - Production Hall
AuthorMiriam Melon
MentorMladen Bulić (mentor)
Committee memberDarko Meštrović
Committee memberŽeljko Smolčić
Committee memberMladen Bulić
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2015-09-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom radu provedeni su statička analiza te dimenzioniranje elemenata i spojeva elemenata čelične konstrukcije skladišno – proizvodne hale. Hala je jednoosno simetrična a tlocrtne dimenzije iznose 80,0 x 40,0 m. Visina hale u sljemenu iznosi 9,0 m, a na krajevima 7,0 m iznad kote terena. Krov je dvostrešni, nagiba 5,71°. Predviđena lokacija građevine je Novigrad Istarski. Duž cijele hale prolaze dvije kranske staze projektirane za nosivost dvije mosne dizalice različitih nosivosti, 5,0 i 15,0 t. Analiza konstrukcije provedena je u skladu sa europskim propisima s primjenom odgovarajućih Nacionalnih dodataka. Analiza djelovanja provedena je u skladu s normom Eurocode 1 (EC1) te hrvatskim nacionalnim dodacima za odgovarajući geografski položaj konstrukcije, dok je dimenzioniranje elemenata te spojeva elemenata provedeno u skladu s normom Eurocode 3 (EC3). Statička analiza te dimenzioniranje elemenata konstrukcije na granično stanje nosivosti (GSN) i granično stanje uporabivosti (GSU) provedeni su na 3D modelu u programskom paketu Autodesk Robot Structural Analysis 2015 uz uvjet zadovoljenja zahtjeva stabilnosti i mehaničke otpornosti svakog pojedinog elementa konstrukcije.
Abstract (english)
In this thesis were conducted static analysis and design of elements and connections of the steel structure of a storage - production hall. The hall is uniaxially symmetrical, with ground plan dimensions of 80,0 x 40,0 meters. The height of the hall in the rooftop is 9,0 meters, while 7,0 meters in the roof deck. The roof is duopitched and the slope amounts to 5,71°. The location of the hall is in Novigrad in Istria. Along the hall pass two crane runways designed to accomodate two bridge cranes of different capacity, 5,0 tons and 15,0 tons. Structural analysis were made in accordance with European standards and accompanying National annexes. Load analysis were conducted according to the standard Eurocode 1 and accompanying National annexes related to the geocraphical location of the construction, while design of elements and connections was conducted according to Eurocode 3. Static analysis and design of the elements to the ultimate limit state and serviceability limit state were conducted using the software package Autodesk Robot Structural Analysis 2015, in a way that each element meet the requirements of the stability and mechanical resistance.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:640792
Study programmeTitle: Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling, Structural Engineering, Transportation Engineering, Urban Engineering
Course: Structural Engineering
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra 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
RepositoryRepository of the University of Rijeka, Faculty of Civil Engineering
Created on2016-02-05 14:35:12

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