prikaz prve stranice dokumenta Dimenzioniranje ploča i greda
Access restricted to students and staff of home institution
undergraduate thesis
Dimenzioniranje ploča i greda
2019. urn:nbn:hr:157:424458
Kučan, Klara
University of Rijeka
Faculty of Civil Engineering

Cite this document

Kučan, K. (2019). Dimenzioniranje ploča i greda (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:424458

Kučan, Klara. "Dimenzioniranje ploča i greda." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:424458

Kučan, Klara. "Dimenzioniranje ploča i greda." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2019. https://urn.nsk.hr/urn:nbn:hr:157:424458

Kučan, K. (2019). 'Dimenzioniranje ploča i greda', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 11 November 2024, https://urn.nsk.hr/urn:nbn:hr:157:424458

Kučan K. Dimenzioniranje ploča i greda [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2019 [cited 2024 November 11] Available at: https://urn.nsk.hr/urn:nbn:hr:157:424458

K. Kučan, "Dimenzioniranje ploča i greda", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:157:424458

Please login to the repository to save this object to your list.
Metadata
TitleDimenzioniranje ploča i greda
Title (english)Design of plates and beams
AuthorKlara Kučan
MentorŽeljko Smolčić (mentor)
Committee memberPaulo Šćulac (predsjednik povjerenstva)
Committee memberŽeljko Smolčić (član povjerenstva)
Committee memberPaulina Krolo (član povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2019-09-11, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Predmet završnog rada je dimenzioniranje ploča i greda. Armiranobetonske ploče nosive su u dva smjera, te su oslonjene na vanjske zidove i grede širine 30 cm. Statički sustav greda je kontinuirani nosač preko tri polja raspona 5,70 m. U statičkom proračunu proračunati su momenti savijanja u polju i nad ležajem za ploče i grede. Za križno armirane ploče proračun je rađen za slučaj kada promjenjivo opterećenje stavljamo u najnepovoljniji položaj. Grede su, osim na savijanje, dimenzionirane i na poprečnu silu. Temeljem rezultata dobivenih statičkim proračunima, odabrana je odgovarajuća armatura u pločama i gredama, a daljnjim proračunom dobiven je i iskaz te plan armature za ploče i grede.
Abstract (english)
The subject of the final work is design of slabs and beams. Reinforced concrete slabs are bearing in two directions and are supported on exterior walls and 30 cm wide beams. The static system of beams is a continuous girder over three fields of range 5,70 m. In the static calculation, the bending moments in the field and over the bearing are calculated for slabs as well as beams. For a two-way reinforced slab, the calculation is based for the most unfavourable position of the variable load. Other than bending moments, the beams are also designed to transversal force. Based on the results of the static calculations, an appropriate reinforcement is selected for both the slabs and the beams, meanwhile the further calculation provided detailed amount of reinforcement as well as reinforcement plan.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:424458
Study programmeTitle: Civil Engineering
Study programme type: professional
Study level: undergraduate
Academic / professional title: stručni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (stručni/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 on2019-09-26 06:59:37