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master's thesis
Statički proračun prednapetog nosača
2016. urn:nbn:hr:157:045412
Markić, Ivan
University of Rijeka
Faculty of Civil Engineering

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Markić, I. (2016). Statički proračun prednapetog nosača (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:045412

Markić, Ivan. "Statički proračun prednapetog nosača." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:045412

Markić, Ivan. "Statički proračun prednapetog nosača." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2016. https://urn.nsk.hr/urn:nbn:hr:157:045412

Markić, I. (2016). 'Statički proračun prednapetog nosača', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 26 December 2024, https://urn.nsk.hr/urn:nbn:hr:157:045412

Markić I. Statički proračun prednapetog nosača [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2016 [cited 2024 December 26] Available at: https://urn.nsk.hr/urn:nbn:hr:157:045412

I. Markić, "Statički proračun prednapetog nosača", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2016. Available at: https://urn.nsk.hr/urn:nbn:hr:157:045412

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Metadata
TitleStatički proračun prednapetog nosača
Title (english)Prestressed beam structure design
AuthorIvan Markić
MentorDarko Meštrović (mentor)
MentorŽeljko Smolčić (komentor)
Committee memberMladen Bulić (predsjednik povjerenstva)
Committee memberŽeljko Smolčić (član povjerenstva)
Committee memberDarko Meštrović (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2016-09-29, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Cilj ovog rada je napraviti statički proračun prednapetog betonskog nosača koji je element krovne konstrukcije poslovno-proizvodne hale. Za zadana opterećenja na konstrukciju, materijale i zadani geometrijski presjek nosača određene su potrebne karakteristike prenapetog nosača kao što su; broj i veličina presjeka užadi, potrebna površinu vlačne i tlačne armature. Nosač je proračunat tako da zadovoljava prvo dopuštene vrijednosti u graničnom stanju nosivosti, pa nakon toga da zadovoljava dopuštene vrijednosti u graničnom stanju uporabivosti. Sav proračun je rađen prema važećoj normi za proračune prednapetih elemenata prema Europskoj normi 1992.
Abstract (english)
The goal of this study was to make a structural analysis of prestressed concrete girder as a part of a business-manufacturing hall roof construction. The necessary characteristics of the prestressed girder were calculated based on the given construction load, materials and the given geometrical cross section. These characteristics include the number and size of the rope cross section and the needed area of the tensile and compressive reinforcement bar. The girder was engineered so that it satisfies both the ultimate limit state criteria, and the serviceability limit state criteria. The analysis was made so that it complies with the current European 1992. norm for reinforcement.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:045412
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 on2016-12-16 12:20:03