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A unified design model to assess the shear behaviour and ultimate strength of a cold-formed steel welded and bolted clip-angle connection

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.jcsr.2025.109356.
  • About this
    data sheet
  • Reference-ID
    10820311
  • Published on:
    11/03/2025
  • Last updated on:
    11/03/2025
 
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