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undergraduate thesis
Proračun čeličnog okvirnog nosača
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. urn:nbn:hr:133:525980
Barić, David
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

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Cite this document

Barić, D. (2024). Proračun čeličnog okvirnog nosača (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:133:525980

Barić, David. "Proračun čeličnog okvirnog nosača." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:525980

Barić, David. "Proračun čeličnog okvirnog nosača." Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2024. https://urn.nsk.hr/urn:nbn:hr:133:525980

Barić, D. (2024). 'Proračun čeličnog okvirnog nosača', Undergraduate thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 24 November 2024, https://urn.nsk.hr/urn:nbn:hr:133:525980

Barić D. Proračun čeličnog okvirnog nosača [Undergraduate thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2024 [cited 2024 November 24] Available at: https://urn.nsk.hr/urn:nbn:hr:133:525980

D. Barić, "Proračun čeličnog okvirnog nosača", 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:133:525980

Metadata
TitleProračun čeličnog okvirnog nosača
Title (english)Design of a steel frame structure
AuthorDavid Barić
MentorDamir Markulak (mentor)
MentorTihomir Dokšanović (komentor)
Committee memberJurko Zovkić (predsjednik povjerenstva)
Committee memberDamir Markulak (član povjerenstva)
Committee memberTihomir Dokšanović (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2024-09-16, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Svrha ovog završnog rada je dimenzioniranje i proračun središnjeg glavnog čeličnog okvira industrijske hale koja se nalazi u Osijeku. Industrijska hala je dimenzija 16 metara u širinu te 35 metara u dužinu s visinom stupa 6 metara i ukupnom visinom od 6,84 metra u sljemenu hale. U radu su analizirana opterećenja koja djeluju na industrijsku halu te su napravljene međusobne kombinacije tih opterećenja kako bi se utvrdilo koja je mjerodavna kombinacija za određivanje dimenzija elemenata hale te ojačanja (vute) priključka stup-greda. Grede će biti izvedene od toplovaljanih čeličnih IPE profila, dok će stupovi biti izvedeni od toplovaljanih HEA profila, koji će u priključcima biti povezani s bočnim pločama i vijcima. Svi elementi glavnog čeličnog okvira bit će izvedeni u čeliku razreda S275. Ojačanje priključka stup-greda bit će napravljeno od čeličnih ploča postupkom elektrozavarivanja, a spoj stupa i grede bit će izveden vijcima. Statička analiza i provjera proračuna provedena je u ravninskom modelu u programu Autodesk Robot Structural Analysis.
Abstract (english)
The purpose of this final work is the dimensioning and calculation of the central main steel frame of the industrial hall located in Osijek. The size of the industrial hall is 16 meters in width and 35 meters in length with a column height of 6 meters and a total height of 6.84 meters in the ridge of the hall. In the paper, the loads acting on the industrial hall were analyzed and mutual combinations of these same loads were made in order to determine which is the relevant combination for determining the dimensions of the hall elements and the reinforcement (bracket) of the column-beam connection. The beams will be made of hot-rolled steel IPE profiles, while the columns will be made of hot-rolled HEA profiles, which will be interconnected with end plates and screws in the connectors. All elements of the main steel frame will be made of grade S275 steel. The reinforcement of the post-beam connection will be made of steel plates by electrowelding, and the post-beam connection will be made with screws. Static analysis and budget verification were performed in a plane model in the Autodesk Robot Structural Analysis program.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:525980
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
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Created on2024-10-24 08:31:30