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Partial resistance factors of class 4 steel elements

Author(s):

Medium: journal article
Language(s): English
Published in: Budownictwo i Architektura, , n. 3, v. 13
Page(s): 227-234
DOI: 10.35784/bud-arch.1824
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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.35784/bud-arch.1824.
  • About this
    data sheet
  • Reference-ID
    10475912
  • Published on:
    25/11/2020
  • Last updated on:
    25/11/2020
 
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