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Assessment of design procedures for the buckling resistance of hot-rolled steel equal leg angles under concentric and eccentric compression

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.istruc.2023.105308.
  • About this
    data sheet
  • Reference-ID
    10743562
  • Published on:
    28/10/2023
  • Last updated on:
    28/10/2023
 
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