TECHNICAL NOTES
Dec 1, 1986

Stiffness Requirements for Cross Bracing

Publication: Journal of Structural Engineering
Volume 112, Issue 12

Abstract

In the design of roof and wall double-diagonal cross bracing, the compression diagonal is usually ignored. The possibility of bracing provided to the compression diagonal by the loaded tension diagonal is examined. It is shown that the compression diagonal may be effectively braced at midspan through its connection to the tension diagonal, thereby increasing the total capacity of the double-diagonal cross bracing system.

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References

1.
Kitipornchai, S., and Woolcock, S. T., “Design of Diagonal Roof Bracing Rods and Tubes,” Journal of Structural Engineering, ASCE, Vol. 111, No. ST5, May, 1985, pp. 1068–1084.
2.
Mutton, B. R., and Trahair, N. S., “Stiffness Requirements for Lateral Bracings,” Journal of the Structural Division, ASCE, Vol. 99, No. ST10, Oct., 1973, pp. 2167–2182.
3.
Timoshenko, S. P., Strength of Materials, Part 2, 3rd ed., Van Nostrand Reinhold, New York, N.Y., 1960.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 12December 1986
Pages: 2702 - 2707

History

Published online: Dec 1, 1986
Published in print: Dec 1986

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Sritawat Kitipornchai
Sr. Lect., Dept. of Civ. Engrg., Univ. of Queensland, Queensland, Australia
David L. Finch
Engr., McIntyre and Assoc., Queensland, Australia

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