DISCUSSIONS AND CLOSURES
Jan 1, 1993
Discussion of “Behavior of Single‐Angle‐Compression Members” by M. Elgaaly, H. Dagher, and W. Davids (December, 1991, Vol. 117, No. 12)
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References
1.
Adluri, S. M. R., and Madugula, M. K. S. (1992). “Eccentrically loaded steel single angle members.” American Inst. of Steel Constr. Engrg. J., 29(2), 59–66.
2.
“Guide for design of steel transmission towers.” (1988). ASCE Manuals and Reports on Engrg. Practice, No. 52, ASCE, New York, N.Y.
3.
Manual of steel construction—Load and resistance factor design. (1986). American Inst. of Steel Constr., Chicago, Ill.
4.
Recommendations for angles in lattice transmission towers. (1985). European Convention for Constructional Steelwork, Brussels, Belgium.
5.
Specification for structural steel buildings—Allowable stress design and plastic design. (1989). American Inst. of Steel Constr., Chicago, Ill.
Information & Authors
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Copyright © 1993 American Society of Civil Engineers.
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Published online: Jan 1, 1993
Published in print: Jan 1993
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Authors
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Seshu Madhava Rao Adluri
Res. Asst., Dept. of Civ. Engrg., Univ. of Windsor, Windsor, Ontario, Canada, N9B 3P4
Murty K. S. Madugula, Member, ASCE
Prof., Dept. of Civ. and Envir. Engrg., Univ. of Windsor, Windsor, Ontario, Canada N9B 3P4
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