Eccentrically Loaded Steel Single Angle Struts

Authors

  • Seshu Madhava Rao Adluri
  • Murty K.S. Madugula

DOI:

https://doi.org/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.

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Published

06/30/1992

How to Cite

Adluri, S. M. R., & Madugula, M. K. (1992). Eccentrically Loaded Steel Single Angle Struts. Engineering Journal, 29(2), 59–66. https://doi.org/10.62913/engj.v29i2.589
| American Institute of Steel Construction