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master's thesis
Statički proračun prednapetog nosača
2015. urn:nbn:hr:157:428829
Štromar, Renato
University of Rijeka
Faculty of Civil Engineering

Cite this document

Štromar, R. (2015). Statički proračun prednapetog nosača (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:428829

Štromar, Renato. "Statički proračun prednapetog nosača." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:428829

Štromar, Renato. "Statički proračun prednapetog nosača." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2015. https://urn.nsk.hr/urn:nbn:hr:157:428829

Štromar, R. (2015). 'Statički proračun prednapetog nosača', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 30 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:428829

Štromar R. Statički proračun prednapetog nosača [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2015 [cited 2024 November 30] Available at: https://urn.nsk.hr/urn:nbn:hr:157:428829

R. Štromar, "Statički proračun prednapetog nosača", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2015. Available at: https://urn.nsk.hr/urn:nbn:hr:157:428829

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Metadata
TitleStatički proračun prednapetog nosača
Title (english)Structure Design of Prestressed Beam
AuthorRenato Štromar
MentorDarko Meštrović (mentor)
MentorŽeljko Smolčić (komentor)
Committee memberMladen Bulić
Committee memberŽeljko Smolčić
Committee memberDarko Meštrović
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
Predmet ovog rada je statički proračun prednapetog betonskog krovnog nosača. Proračun je izvršen na krovnom nosaču koji je dio veće cjeline - poslovno-proizvodne hale. Za geometriju, vanjska opterećenja i materijal određene su potrebne karakteristike prednapetog betonskog krovnog nosača (broj užadi, gubici sile, najveća sila u natezi). Nosač je prvo proračunat da zadovoljava dopuštene vrijednosti u graničnom stanju nosivosti (GSN) a zatim prema dopuštenim vrijednostima u graničnom stanju uporabljivosti (GSU). Sav proračun izvršen je u skladu s važećom normom za proračun prednapetih elemenata prema Europskoj normi 1992.
Abstract (english)
The aim of this thesis is the structural analysis of prestressed concrete roof girder. The analysis is performed on a roof girder, a part of a larger complex - a buissnes-manufacturing plant. For geometry, external loads and materials certain required characteristics of prestresed concrete roof girder (number of wires, loss of prestressing force,maximum force in the cable). The girder is first analyzed for the ultimate limit state (ULS) and afterwards for the serviceability limit states (SLS). The whole design is made in accordance with the relevant standard for the calculation of prestresing elements according to the European standard EN 1992.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:428829
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
Created on2016-02-04 16:11:58