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Effective widths for class 1 and 2 composite girders at negative moments

Author(s):
Medium: journal article
Language(s): German
Published in: Steel Construction, , n. 1, v. 12
Page(s): 243-248
DOI: 10.1002/stco.201900001
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: 10.1002/stco.201900001.
  • About this
    data sheet
  • Reference-ID
    10317040
  • Published on:
    29/07/2019
  • Last updated on:
    14/11/2019
 
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