DISCUSSIONS AND CLOSURES
Mar 1, 1987

Discussion of “Transmission Towers: Design of Cold‐Formed Angles” by Edwin H. Gaylord and Gene M. Wilhoite (August, 1985, Vol. 111, No. 8)

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Publication: Journal of Structural Engineering
Volume 113, Issue 3

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References

1.
European Recommendations for Steel Construction, 2nd ed., European Convention for Constructional Steelwork, Brussels, Belgium, 1978.
2.
Madugula, M. K. S., and Ray, S. K., “Ultimate Strength of Eccentrically Loaded Cold‐Formed Angles,” Annual Conference of the Canadian Society for Civil Engineering, June 1–3, 1983, Ottawa, Canada, pp. 165–181.
3.
Madugula, M. K. S., and Ray, S. K., “Ultimate Strength of Eccentrically Loaded Cold‐Formed Angles,” Canadian Journal of Civil Engineering, Ottawa, Ontario, Canada, Vol. 11, No. 2, June, 1984, pp. 225–233.
4.
Madugula, M. K. S., and Ray, S. K., “Cross‐Sectional Properties of Cold‐Formed Angles,” Canadian Journal of Civil Engineering, Ottawa, Ontario, Canada, Vol. 11, No. 3, Sept., 1984, pp. 649–655.
5.
Madugula, M. K. S., and Ray, S. K., “Biaxial Bending of Cold‐Formed Angle Members,” Canadian Journal of Civil Engineering, Ottawa, Ontario, Canada, Vol. 11, No. 4, Dec., 1984, pp. 933–942.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 113Issue 3March 1987
Pages: 652 - 653

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Published online: Mar 1, 1987
Published in print: Mar 1987

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Sujit K. Ray
Grad. Student, Dept. of Civ. Engrg., Duke Univ., Durham, NC 27706; formerly Research Asst., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada N9B 3P4
Murty K. S. Madugula
Prof., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada N9B 3P4

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