Baring capacity of eccentrically compressed single and buit-up steel members including imperfections according PN-EN 1993-1-1 and PN-EN1090-2 standards
Bernard Kowolik 1  
,   Jan Zamorowski 2  
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Politechnika Śląska w Gliwicach, Wydział Budownictwa, ul. Akademicka 5, 44-100 Gliwice
Akademia Techniczno-Humanistyczna w Bielsku-Białej, Wydział Inżynierii Materiałów, Budownictwa i Środowiska, ul. Willowa 2, 43-309 Bielsko-Biała
Publication date: 2018-07-12
Zeszyty Naukowe Politechniki Częstochowskiej seria Budownictwo 2017;23(1)
The results of static-strength analysis of the cantilever transmural and a complex column under bending and axial compression forces. The calculations have been conducted according to the second order theory (analysis), taking into account both the substitute imperfections presented in Eurocode 1993-1-1 and manufacturing tolerances based on PN-EN 1090-2 code. The results have been compared to those received from the formulas given in Eurokode 3.