Baring capacity of eccentrically compressed single and buit-up steel members including imperfections according PN-EN 1993-1-1 and PN-EN1090-2 standards
1
Politechnika Śląska w Gliwicach, Wydział Budownictwa, ul. Akademicka 5, 44-100 Gliwice
2
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)
KEYWORDS
ABSTRACT
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.
| eISSN: | 0526-5916 |
| ISSN: | 0860-7214 |
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