Partial resistance factors of class 4 steel elements

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Published: Sep 11, 2014
DOI: https://doi.org/10.35784/bud-arch.1824
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DOI

https://doi.org/10.35784/bud-arch.1824

Authors

Marian Giżejowski

m.gizejowski@il.pw.edu.pl

Institute of Building Engineering; Faculty of Civil Engineering; Warsaw University of Technology
https://orcid.org/0000-0003-0317-1764
Zbigniew Stachura

z.stachura@il.pw.edu.pl

Institute of Building Engineering; Faculty of Civil Engineering; Warsaw University of Technology
https://orcid.org/0000-0001-6511-7873

Abstract

Problems related to partial resistance factors of class 4 steel elements are dealt with. Detailed procedures for the calculation of local stability resistance reduction factors are presented. Local instability approaches are utilized for the resistance assessment of elements subjected to buckling in compression and lateral buckling in bending.

Keywords:

steel member, resistance, local instability, partial factor, class 4 section

References

Article Details

Giżejowski, M. and Stachura, Z. (2014) “Partial resistance factors of class 4 steel elements ”, Budownictwo i Architektura, 13(3), pp. 227–234. doi: 10.35784/bud-arch.1824.