prikaz prve stranice dokumenta Statika Leonardo da Vinci mosta
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undergraduate thesis
Statika Leonardo da Vinci mosta
2020. urn:nbn:hr:157:315043
Posavac, Antun
University of Rijeka
Faculty of Civil Engineering

Cite this document

Posavac, A. (2020). Statika Leonardo da Vinci mosta (Undergraduate thesis). Rijeka: University of Rijeka, Faculty of Civil Engineering. Retrieved from https://urn.nsk.hr/urn:nbn:hr:157:315043

Posavac, Antun. "Statika Leonardo da Vinci mosta." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:157:315043

Posavac, Antun. "Statika Leonardo da Vinci mosta." Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, 2020. https://urn.nsk.hr/urn:nbn:hr:157:315043

Posavac, A. (2020). 'Statika Leonardo da Vinci mosta', Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, accessed 06 May 2024, https://urn.nsk.hr/urn:nbn:hr:157:315043

Posavac A. Statika Leonardo da Vinci mosta [Undergraduate thesis]. Rijeka: University of Rijeka, Faculty of Civil Engineering; 2020 [cited 2024 May 06] Available at: https://urn.nsk.hr/urn:nbn:hr:157:315043

A. Posavac, "Statika Leonardo da Vinci mosta", Undergraduate thesis, University of Rijeka, Faculty of Civil Engineering, Rijeka, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:157:315043

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Metadata
TitleStatika Leonardo da Vinci mosta
Title (english)Stability of the Leonardo da Vinci type bridge
AuthorAntun Posavac
MentorDragan Ribarić (mentor)
Committee memberDragan Ribarić (predsjednik povjerenstva)
GranterUniversity of Rijeka
Faculty of Civil Engineering
Rijeka
Defense date and country2020-09-18, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
U ovom završnom radu prikazan je model Leonardo da Vinci mosta. Provedena je statička analiza takvog štapastog modela. Pri izradi modela, dimenzije štapova uzete su proizvoljno. Vrijednosti vanjskog opteredenja dobivene su sukladno s Eurokod normama te zajedno s vlastitom težinom konstrukcije ulaze u kombinaciju u kojoj se opteredenja množe s odgovarajudim faktorom te se tako dobije najnepovoljnija kombinacija djelovanja. Za izradu potrebnog proračuna konstrukcije ključan je bio program STAAD.Pro u kojem su dobiveni traženi dijagrami unutrašnjih sila.
Abstract (english)
In this final paper, a model of the Leonardo da Vinci bridge is presented. A static analysis of such a rod (member/stick) model was conducted. During the making of model, the dimensions of the rods (members/sticks) were taken arbitrarily. The values of the external load are obtained in accordance with Eurocode norms and together with the own weight of the structure enter into a combination in which the loads are multiplied by the appropriate factor and thus the most unfavorable combination of action is obtained. The STAAD.Pro program, in which the required diagrams of internal forces were obtained, was crucial for the preparation of the required structure calculation.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:157:315043
Study programmeTitle: 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 on2020-12-10 09:51:28