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Yield Line Approaches for Design of End Plate Tension Connections for Square and Rectangular HSS Members Using End Plate Tensile Strength

Author(s):
Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 3, v. 54
Page(s): 141-154
DOI: 10.62913/engj.v54i3.1119
Abstract:

End plates, which are sometimes called flange plates, are a common way to treat HSS members loaded in tension. In this application, prying action must be considered in the design of the plate and bolts. This paper demonstrates that the prying action model can use the end plate minimum tensile strength rather than the yield strength to achieve satisfactory designs. Only connections with bolts on all four sides of the HSS are considered here.

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: 10.62913/engj.v54i3.1119.
  • About this
    data sheet
  • Reference-ID
    10782381
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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