TECHNICAL NOTES
Sep 1, 1985

Indicator of Residential Roof Strength in Wind

Publication: Journal of Structural Engineering
Volume 111, Issue 9

Abstract

Much residential construction in the United States is not engineered and is inspected by building officials who often are not engineers. Roof failures in these structures occur during severe windstorms. A simplified method to determine the adequacy of the roof-wall connection is presented in this paper. The procedure utilizes design charts and nomographs.

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References

1.
Gurfinkel, G., Wood Engineering, Southern Forest Products Association, New Orleans La 1973.
2.
Itani, R. Y., and Faherty, K. F., eds., Structural Wood Research, ASCE, 1983.
3.
“Minimum Design Loads for Buildings and Other Structures,” ANSI A58.1‐1982, American National Standards Institute, Inc., New York, N.Y., 1982.
4.
Nelson, J. K., and Morgan, J. R., “Hurricane Damage on Galveston's West Beach,” Journal of Structural Engineering, ASCE, Vol. 111, No. 9, Sept., 1985, pp. 1993–2007.
5.
“Wood Handbook,” Agriculture Handbook No. 72, United States Department of Agriculture, Forest Products Laboratory, 1974.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 111Issue 9September 1985
Pages: 2049 - 2053

History

Published online: Sep 1, 1985
Published in print: Sep 1985

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Authors

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James K. Nelson, M. ASCE
Asst. Prof., Civ. Engrg. Dept., Texas A&M Univ., College Station, Tex. 77843
W. Lynn Beason
Asst. Prof., Civ. Engrg. Dept., Texas A&M Univ., College Station, Tex. 77843

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