Analiza Proračuna Ekscentrično Pritisnutih Elemenata Prema Ec3

Abstract

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.