prikaz prve stranice dokumenta PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA
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master's thesis
PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA
2021. urn:nbn:hr:133:191215
Škarica, Ana
Josip Juraj Strossmayer University of Osijek
Faculty of Civil Engineering and Architecture Osijek
Department for Materials and Structures

Cite this document

Škarica, A. (2021). PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:133:191215

Škarica, Ana. "PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:191215

Škarica, Ana. "PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA." Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, 2021. https://urn.nsk.hr/urn:nbn:hr:133:191215

Škarica, A. (2021). 'PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA', Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, accessed 12 May 2022, https://urn.nsk.hr/urn:nbn:hr:133:191215

Škarica A. PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA [Master's thesis]. Osijek: Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek; 2021 [cited 2022 May 12] Available at: https://urn.nsk.hr/urn:nbn:hr:133:191215

A. Škarica, "PRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA", Master's thesis, Josip Juraj Strossmayer University of Osijek, Faculty of Civil Engineering and Architecture Osijek, Osijek, 2021. Available at: https://urn.nsk.hr/urn:nbn:hr:133:191215

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Metadata
TitlePRORAČUN ČELIČNE KONSTRUKCIJE TRGOVAČKOG CENTRA
AuthorAna Škarica
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 country2021-02-18, Croatia
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Scientific / art field,
discipline and subdiscipline		TECHNICAL SCIENCES
Civil Engineering
Supporting Structures
Abstract
Cilj diplomskog rada je proračun glavnih i sekundarnih elemenata čelične konstrukcije trgovačkog centra tlocrtnih dimenzija 30 x 60 m, visine 10 m u strehi, s nagibom krovišta 8°. Rad je podijeljen u dva dijela. U prvom, teorijskom dijelu, opisane su prednosti i nedostaci čelika kao materijala, navedeni i opisani su glavni i sekundarni elementi konstrukcije, najčešći oblici rešetkastih nosača njihovo konstrukcijsko oblikovanje kao i oblikovanje spojeva rešetke. Stupovi, gornji i donji pojas rešetkastog krovnog nosača, izvedeni su od čeličnih HEA profila dok su vertikalna i horizontalna ispuna izvedene od kvadratnih šupljih SHS profila. Podrožnice su izvedene od pravokutnih šupljih profila. U krovnoj poprečnoj i bočnoj uzdužnoj ravnini postavljeni su sustavi spregova koji osiguravaju prostornu stabilnost konstrukcije. Horizontalni krovni spregovi izvedeni su od rebrastih čeličnih šipki fi 22, a vertikalni zidni spregovi od kvadratnih šupljih profila. Svi elementi, glavni i sekundarni izvode se S355 čelikom. Statička analiza i provjera proračuna provedena je na ravninskom modelu konstrukcije u programskom paketu Autodesk Robot Structural Analysis 2017.
Abstract (english)
The goal of this diploma paper is the calculation of primary and secondary elements of the steel construction of a shopping centre, floor plan dimensions 30 x 60 m, eaves height 10 m, with the inclination of the roof of 8°. The paper is divided into two parts. The first part is theoretical and it describes the advantages and disadvantages of steel as a material. The primary and secondary elements of the steel construction are listed and described, as well as the most common forms of trussed beams, their constructional design and the design of connections. The columns, the top and bottom chord of a trussed beam are made of HEA steel sections whereas both vertical and horizontal fills are made of SHS square hollow sections. Purlins are made of rectangular hollow sections. On the trransverse roof plane and lateral longitudinal plane there are bracing systems which ensure the stability of the construction. Horizontal roof bracings are made of fi 22 ribbed steel bars whereas vertical wall bracings are made of square hollow sections. All elements, both primary and secondary ones, are made of S355 steel. Static analysis and calculation check has been conducted on a plane structural model by using Autodesk Robot Structural Analysis 2017 software.
Keywords
Keywords (english)
Languagecroatian
URN:NBNurn:nbn:hr:133:191215
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
Created on2021-02-19 11:33:25