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CONFERENCE PROCEEDINGS
8th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2021 , 2021.y., pp. 211-219


ANALYSIS OF THE EXCENTRICALLY PRESSED MEMBER CALCULATION ACCORDING TO EC3
 
DOI: 10.14415/konferencijaGFS2021.19
UDC: 624.042.014.2
CC-BY-SA 4.0 license
Author : Rančić, Nemanja; Milošević, Marko; Živković, Srđan; Marković-Branković, Jelena
 
 Summary:
 The stability of eccentrically pressed elements can, according to EC3, be analyzed using methods based on the application of second-order theory as well as firstorder theory methods on models with global imperfections. The stability control of eccentrically pressed elements is performed by means of intercaction formulas on insulated elements, with the buckling length which is determined depending on the boundary conditions and the lateral displacement of the system. The paper presents a detailed analysis of the application of Annex A and Annex B according to EC 3.
 
 Keywords:
 excentric stress, EC 3, steel structures.