Design Strength of Schifflerized Angle Struts

Authors

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

DOI:

https://doi.org/10.62913/engj.v28i2.571

Abstract

Latticed triangular-base steel towers have been used as communication structures for a long time. The legs of these towers generally consist of "schifflerized" angles (90 degree equal leg angles bent to 60 degrees). For ready use of designers, the geometric properties and design axial compressive strengths of schifflerized angles are presented using recommendations based on a recent experimental study.

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Published

06/30/1991

How to Cite

Adluri, S. M. R., & Madugula, M. K. (1991). Design Strength of Schifflerized Angle Struts. Engineering Journal, 28(2), 79–83. https://doi.org/10.62913/engj.v28i2.571
| American Institute of Steel Construction