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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VIEW THE REPLYAuthors: Sujit K. Ray and Murty K. S. MadugulaAuthor Affiliations
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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Copyright © 1987 ASCE.
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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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