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Eccentrically Loaded Steel Single Angle Struts

Author(s):

Medium: journal article
Language(s): English
Published in: Engineering Journal, , n. 2, v. 29
Page(s): 59-66
DOI: 10.62913/engj.v29i2.589
Abstract:

Results of experimental data on eccentrically loaded steel single angle struts are compared with AISC LRFD (1986) and AISC ASD (1989) specifications. It is shown that the current design practice is conservative and needs reevaluation with respect to axial load-bending moment interaction formulas. Various simplified alternative approaches for the design of steel single angle struts are discussed and results presented.

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.v29i2.589.
  • About this
    data sheet
  • Reference-ID
    10782931
  • Published on:
    17/05/2024
  • Last updated on:
    17/05/2024
 
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