prikaz prve stranice dokumenta Proračun čelične hale s polukrutim priključcima
Access restricted to students and staff of home institution
master's thesis
Proračun čelične hale s polukrutim priključcima
Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. urn:nbn:hr:133:817646
Sesar, Zoran
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Sesar, Z. (2019). Proračun čelične hale s polukrutim priključcima (Master's thesis). Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek. Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:817646

Sesar, Zoran. "Proračun čelične hale s polukrutim priključcima." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:817646

Sesar, Zoran. "Proračun čelične hale s polukrutim priključcima." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2019. https://urn.nsk.hr/urn:nbn:hr:133:817646

Sesar, Z. (2019). 'Proračun čelične hale s polukrutim priključcima', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 20 April 2024, https://urn.nsk.hr/urn:nbn:hr:133:817646

Sesar Z. Proračun čelične hale s polukrutim priključcima [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2019 [cited 2024 April 20] Available at: https://urn.nsk.hr/urn:nbn:hr:133:817646

Z. Sesar, "Proračun čelične hale s polukrutim priključcima", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2019. Available at: https://urn.nsk.hr/urn:nbn:hr:133:817646

Please login to the repository to save this object to your list.
Metadata
TitleProračun čelične hale s polukrutim priključcima
Title (english)Design of steel industrial building with semi - rigid connections
AuthorZoran Sesar
MentorIvan Radić (mentor)
Committee memberTihomir Dokšanović (predsjednik povjerenstva)
Committee memberIvan Radić (član povjerenstva)
Committee memberHrvoje Draganić (član povjerenstva)
GranterJosip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
(Department for Materials and Structures)
Osijek
Defense date and country2019-09-26, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Cilj diplomskog rada je proračunati glavne elemente čelične hale uz pretpostavku ponašanja polukrutih priključaka, dimenzije hale 20 x 45 m. Elementi su izvedeni od čeličnih širokopojasnih H – profila. U prvom dijelu rada teorijski je opisano definicija priključaka, općenito o oblicima priključaka, konstrukcijska svojstva priključka, razredba priključaka, te metode proračuna priključka korištene u ovome radu. Drugi dio diplomskog rada odnosi se na određivanje analize opterećenja, proračun priključaka i glavnih elemenata čelične hale za kruto i polukruto ponašanje priključaka. Ukupna visina čelične hale iznosi 7,0 m, dok je visina nosivih stupova 6,0 m. Dimenzioniranje glavnih elemenata čelične hale provedeno je u skladu s europskim normama, dok je statička analiza i proračun priključaka proveden računalnim programom Autodesk Robot Structural Analysis Professional 2019 – Student Version.
Abstract (english)
The purpose of this work/document/publication is to design main elements of steel hall 20 x 45 m layout dimensions, assuming semi rigid joints. Cross sections of elements are wide-flange H steel sections. First part of work/document/publication refers to teoretical definitions of joints, generally detailing of joints, construction properties of joints, classification of joints and joints design methods used in this work/document/publication. Second part of work/document/publication refers to determination of actions, joints design and steel hall main members design under rigid and semi-rigid joint behaviour. Overall height of steel hall is 7,0 m and the height of the columns is 6,0 m. The design of main elements are made by european norms and standards. Static analysis and joints design are made by Autodesk Robot Structural Analysis Professional 2019 – Student Version software.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:817646
Study programmeTitle: University graduate study in civil engineering; specializations in: Hydraulic engineering, Supporting structures, Construction management and technology, Transportation engineering
Course: Supporting structures
Study programme type: university
Study level: graduate
Academic / professional title: magistar/magistra inženjer/inženjerka građevinarstva (magistar/magistra 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
RepositoryRepository GrAFOS
Created on2019-10-03 14:15:26

(©) Nacionalna i sveučilišna knjižnica u Zagrebu 2015. Sva prava pridržana. | Hrvatske bratske zajednice 4 p.p. 550, 10000 Zagreb, Hrvatska Tel. ++ 385 1 616-4040
OIB: 84838770814 | IBAN: HR66 2340 0091 1000 1008 1, Porezni broj (PDV identifikacijski broj) - VAT Number: HR84838770814
Prijava u repozitorij