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Effective Width Method for determining distortional buckling strength of cold-formed steel flexural C and Z sections

Author(s):

Medium: journal article
Language(s): English
Published in: Thin-Walled Structures, , n. 2, v. 49
Page(s): 233-238
DOI: 10.1016/j.tws.2010.11.006
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: 10.1016/j.tws.2010.11.006.
  • About this
    data sheet
  • Reference-ID
    10382469
  • Published on:
    23/11/2019
  • Last updated on:
    23/11/2019
 
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