Limiting Buckling Moment Design for Singly Symmetric Girders

Wei Ting Hsu; Dung Myau Lue; Cheng Yen Liao

doi:10.4028/www.scientific.net/AMM.105-107.791

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 105-107Limiting Buckling Moment Design for Singly...

Limiting Buckling Moment Design for Singly Symmetric Girders

Abstract:

Girders with singly symmetric sections are more efficient and economical then the double symmetric sections. However, the theoretical moment calculations for singly symmetric sections are not an easy task. The difficulty comes from some of the evaluation of torsion properties. Current AISC specifications [1, 2] are not provided the theoretical formulas for the critical moment curves of singly symmetric girders. In AISC specification [1], which revisions the residual stress design to influence the limiting buckling moment strength. This study introduces the singly symmetric girders design methods with theoretical and design manual, and compared the limiting buckling moment with the specification of AISC [1, 2]. It will enable practicing engineers to perform more in-depth evaluation in their routine deigns.

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Periodical:

Applied Mechanics and Materials (Volumes 105-107)

Pages:

791-795

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.105-107.791

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Online since:

September 2011

Authors:

Wei Ting Hsu, Dung Myau Lue, Cheng Yen Liao

Keywords:

AISC Specifications, Elastic Moment, Limiting Buckling Moment, Singly Symmetric Girders, Torsion Properties

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References

[1] AISC: Manual of Steel Construction, 13th Edition (American Institute of Steel Construction, Chicago, Illinois, 2005).

Google Scholar

[2] AISC: Manual of Steel Construction, Load and Resistance Factor Design, 3rd edition (American Institute of Steel Construction, Chicago, Illinois, 1999).

Google Scholar

[3] Dung M. Lue, Duane S. Ellifritt, and Wei T. Hsu: Annual Stability Conference (San Antonio, Texas 2006).

Google Scholar

[4] B. G. Johnson: Guide to Stability Design Criteria for Metal Structures (Wiley, New York 1976).

Google Scholar

[5] J. W. Clark and H. N. Hill: Journal of Structural Engineering, ASCE, Vol. 86(1960), No. ST7, p.175.

Google Scholar

[6] T. V. Galambos: Structural Members and Frames (Prentice-Hall, New Jersey 1968).

Google Scholar

[7] S. Kitipornchai and N. S. Trahair: Journal of Structural Engineering, ASCE, Vol. 106 (1980), No. ST5, p.941.

Google Scholar

[8] C. G. Salmon and J. E. Johnson: Steel Structures – Design and Behavior (Harper and Row, Publishers, 4th edition, New York 1996).

Google Scholar