DISCUSSIONS AND CLOSURES
Jul 1, 1991
Discussion of “Design Interaction Equations for Steel Members” by Iqbal S. Sohal, Lian Duan, and Wai‐Fah Chen (July, 1989, Vol. 115, No. 7)
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VIEW THE REPLYAuthors: D. J. Laurie Kennedy, Fellow, ASCE, A. Picard, D. Beaulieu, and S. A. L. de AndradeAuthor Affiliations
Publication: Journal of Structural Engineering
Volume 117, Issue 7
0733-9445(1991)117:7(2189.2)/asset/870397cf-acca-454e-9fd3-8d99eb6828ef/assets/(asce)0733-9445(1991)117:7(2189.2).fp.png)
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References
1.
Galambos, T. V. (1968). Structural members and frames. Prentice Hall, Inc., Englewood Cliffs, NJ.
2.
“Limit states design of steel structures.” (1989). National Standard of Canada CAN/CSA‐S16.1‐M89, Canadian Standards Association, Rexdale, Ontario, Canada.
3.
Trahair, N. S. (1986). “Design strengths of steel beam columns.” Canadian J. of Civ. Engrg., 13, 639–646.
Information & Authors
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Published In
Journal of Structural Engineering
Volume 117 • Issue 7 • July 1991
Pages: 2189 - 2191
Copyright
Copyright © 1991 ASCE.
History
Published online: Jul 1, 1991
Published in print: Jul 1991
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Authors
Affiliations
D. J. Laurie Kennedy, Fellow, ASCE
Prof., Dept. of Civ. Engrg., Univ. of Alberta, Edmonton, Canada T6G 2G7
A. Picard
Prof., Département de Génie Civil, Université Laval, Quebec, Canada G1K 7P4
D. Beaulieu
Prof., Département de Génie Civil, Université Laval, Quebec, Canada G1K 7P4
S. A. L. de Andrade
Prof., Departamento de Engenharia Civil, Pontifícia Universidade Católica do Rio de Janeiro, RJ Brasil, CEP 22453
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