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master's thesis
Proračun prethodno prednapetog nosača
Rijeka: University of Rijeka, Faculty of Civil Engineering, 2024. urn:nbn:hr:157:275390
Dekleva, Davide
University of Rijeka
Faculty of Civil Engineering
Department of Load Bearing Structures and Technical Mechanics
Chair of Load Bearing Structures

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

Cite this document

Dekleva, D. (2024). Proračun prethodno prednapetog nosača (Master's thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:275390

Dekleva, Davide. "Proračun prethodno prednapetog nosača." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:275390

Dekleva, Davide. "Proračun prethodno prednapetog nosača." Master's thesis, University of Rijeka, Faculty of Civil Engineering, 2024. https://urn.nsk.hr/urn:nbn:hr:157:275390

Dekleva, D. (2024). 'Proračun prethodno prednapetog nosača', Master's thesis, University of Rijeka, Faculty of Civil Engineering, accessed 09 January 2025, https://urn.nsk.hr/urn:nbn:hr:157:275390

Dekleva D. Proračun prethodno prednapetog nosača [Master's thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2024 [cited 2025 January 09] Available at: https://urn.nsk.hr/urn:nbn:hr:157:275390

D. Dekleva, "Proračun prethodno prednapetog nosača", Master's thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:157:275390

Metadata
TitleProračun prethodno prednapetog nosača
Title (english)Design of Pretensioned Prestressed Beam
AuthorDavide Dekleva
MentorŽeljko Smolčić (mentor)
Committee memberPaulo Šćulac (predsjednik povjerenstva)
Committee memberAnte Džolan (član povjerenstva)
Committee memberŽeljko Smolčić (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
(Department of Load Bearing Structures and Technical Mechanics)
(Chair of Load Bearing Structures)
Rijeka
Defense date and country2024-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Proveden je proračun krovne konstrukcije industrijske hale. Krovna konstrukcija je sastavljena od glavnih prednapetih nosača, sekundarni armiranobetonskih nosača te od pokrova krova od čeličnog lima. Glavni prenapeti nosač je „I“ poprečnog presjeka. Izvodi se prednapinjanje bez pojave pukotina. Odrađeno je dimenzioniranje prednapetog nosača i potrebni broj kablova. Provedene su provjere graničnog stanja nosivosti i uporabljivosti za glavni nosač. Određena je duljina prijenosa i sidrenja kablova te neutralizacija kablova tako da se poštuje uvjet kojim nema pojave pukotina na nosaču. Dimenzionirao se sekundarni nosač. Odabrani sekundarni nosač je armiranobetonski trapezni presjek. Provela se provjera graničnog stanja nosivosti za sekundarni nosač. Na posljetku proračunale su se duljine sidrenja i duljine preklapanja za oba nosača svih njihovih armatura kako bi se razradili detalji armiranja njihovih presjeka te su svi proračunati nosači prikazani u grafičkom prikazu, odnosno nacrtima.
Abstract (english)
The calculation of the roof structure for an industrial hall has been carried out. The roof structure consists of main prestressed beams, secondary reinforced concrete beams, and a steel sheet roof covering. The main prestressed beam has an "I" cross-section. Prestressing is performed without the occurrence of cracks. The dimensioning of the prestressed beam and the required number of cables have been completed. Checks of the ultimate limit state and serviceability limit state for the main beam have been conducted. The transfer and anchorage length of the cables and the neutralization of the cables have been determined to ensure that no cracks appear in the beam. The secondary beam has been dimensioned. The selected secondary beam has a reinforced concrete trapezoidal cross-section. The ultimate limit state check for the secondary beam has been performed. Finally, the anchorage lengths and overlapping lengths for both beams for all their reinforcements have been calculated to detail the reinforcement of their cross-sections, and all calculated beams are presented in graphical representations, i.e., drawings.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:275390
Study programmeTitle: University graduate study of Civil Engineering; specializations in: Geotechnical Engineering, Hydraulic Engineering, Engineering Modelling of Structures, Structures, Transportation Engineering, Urban Engineering
Course: Structures
Study programme type: university
Study level: graduate
Academic / professional title: sveučilišni magistar inženjer građevinarstva/sveučilišna magistra inženjerka građevinarstva (sveučilišni magistar inženjer građevinarstva/sveučilišna magistra 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 on2024-11-19 12:11:28