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undergraduate thesis
Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana
2024. urn:nbn:hr:133:656925
Sedlar, Lea
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Sedlar, L. (2024). Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana (Undergraduate thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:656925

Sedlar, Lea. "Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:656925

Sedlar, Lea. "Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:656925

Sedlar, L. (2024). 'Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 07 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:656925

Sedlar L. Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 November 07] Available at: https://urn.nsk.hr/urn:nbn:hr:133:656925

L. Sedlar, "Statički proračun i dimenzioniranje armiranobetonske konstrukcije restorana", Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2024. Available at: https://urn.nsk.hr/urn:nbn:hr:133:656925

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Metadata
TitleStatički proračun i dimenzioniranje armiranobetonske konstrukcije restorana
Title (english)Static analysis and design of reinforced concrete structure of a restaurant
AuthorLea Sedlar
MentorIvan Kraus (mentor)
Committee memberDamir Varevac (predsjednik povjerenstva)
Committee memberIvan Kraus (član povjerenstva)
Committee memberMarijana Hadzima-Nyarko (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2024-07-15, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Tema završnog rada je statički proračun i dimenzioniranje trokatne armiranobetonske konstrukcije restorana na pravokutnoj katastarskoj čestici površine 1364 m , tlocrtnih dimenzija 47x20 m. Proračun je izrađen u skladu s inženjerskim standardima i Eurokod normama, a u njemu su uspoređene vrijednosti reznih sila i potrebne količine armature za krovnu konstrukciju i stropnu konstrukciju prizemlja.Proračun je izrađen ručno te je pokazao potrebnu količinu armature, koje su usvojene prema minimalno potrebnim vrijednostima. Proračun je omogućio ugradnju jednake armaturne mreže u svakom polju krovne i stropne konstrukcije. Količina poprečne i uzdužne armature u gredama u polju je manja od količine koju ugrađujemo nad osloncem. Rezultati su izraženi u postotcima, pri čemu je prikazano koliko je armature potrebno za krovnu konstrukciju u odnosu na stropnu konstrukciju prizemlja. Također, kroz postotke je izražen moment savijanja na krovnoj i stropnoj konstrukciji te njihov međusobni odnos.
Abstract (english)
The topic of the thesis is the static analysis and design of a three-story reinforced concrete structure of a restaurant on a rectangular cadastral plot with an area of 1364 m², with floor plan dimensions of 47x20 m. The design was conducted in accordance with engineering standards and Eurocode norms, and it includes a comparison of internal forces and the required amounts of reinforcement for the roof structure and the ground floor ceiling structure.The calculation was performed manually and showed the required amounts of reinforcement, adopted according to the minimum necessary values. The design allowed for the installation of the same reinforcement mesh in each field of the roof and ceiling structures. The amount of transverse and longitudinal reinforcement in the beams in the span is less than the amount installed above the supports. The results are expressed in percentages, showing how much reinforcement is needed for the roof structure compared to the ground floor ceiling structure. Additionally, the bending moments for the roof and ceiling structures are expressed in percentages, as well as their relationship.
Keywords
Languagecroatian
URN:NBNurn:nbn:hr:133:656925
Study programmeTitle: University Undergraduate Studies of Civil Engineering
Study programme type: university
Study level: undergraduate
Academic / professional title: sveučilišni/a prvostupnik/prvostupnica (baccalaureus/baccalaurea) inženjer/inženjerka građevinarstva (sveučilišni/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 on2024-07-16 11:26:59