TECHNICAL NOTES
Feb 12, 2010

Analysis of Wind-Induced Clip Loads on Standing Seam Metal Roofs

Publication: Journal of Structural Engineering
Volume 136, Issue 3

Abstract

The current investigation extends the previous work in calculating components and cladding loads for standing seam metal roof clips. It was found that the ASCE 7-05 wind loads for these clips are conservative, while several other studies have shown that the ASCE 7-05 is unconservative when compared to integrated wind tunnel pressure data. The current note resolves this contradiction, showing that the observed conservatism is primarily due to the fact that the critical clips are not located in the worst aerodynamic region of the roof.

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Acknowledgments

M. J. Morrison gratefully acknowledges scholarship support from NSERC Canada. G. A. Kopp gratefully acknowledges the support provided by the Canada Research Chairs program.

References

ASCE. (2002). “Minimum design loads for buildings and other structures.” ASCE-7-02, Reston, Va.
ASCE. (2006). “Minimum design loads for buildings and other structures.” ASCE-7-05, Reston, Va.
Farquhar, S., Kopp, G. A., and Surry, D. (2005). “Wind tunnel and uniform pressure testing of a standing seam metal roof model.” J. Struct. Eng., 131(4), 650–659.
Ho, T. C. E., and Surry, D. (2000). “Factory mutual-high resolution pressure measurements on roof panels.” Rep. No. BLWT-SS11-2000, Boundary Layer Wind Tunnel Laboratory, London, Ont.
Ho, T. C. E., Surry, D., Morrish, D., and Kopp, G. A. (2005). “The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 1. Archiving format and basic aerodynamic data.” J. Wind Eng. Ind. Aerodyn., 93(1), 1–30.
Kopp, G. A., Surry, D., and Mans, C. (2005). “Wind effects of parapets on low buildings: Part 1. Basic aerodynamics and local loads.” J. Wind Eng. Ind. Aerodyn., 93(11), 817–841.
Lieblein J. (1974). “Efficient methods of extreme-value methodology.” NBSIR 74-602, National Bureau of Standards, Washington, D.C.
St. Pierre, L. M., Kopp, G. A., Surry, D., and Ho, T. C. E. (2005). “The UWO contribution to the NIST aerodynamic database for wind loads on low buildings: Part 2. Comparison of data with wind load provisions.” J. Wind Eng. Ind. Aerodyn., 93(1), 31–59.
Surry, D., Sinno, R. R., Nail, B., Ho, T. C. E., Farquhar, S., and Kopp, G. A. (2007). “Structurally-effective static wind loads for roof panels.” J. Struct. Eng., 133(6), 871–885.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 136Issue 3March 2010
Pages: 334 - 337

History

Received: Jan 6, 2009
Accepted: Sep 30, 2009
Published online: Feb 12, 2010
Published in print: Mar 2010

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Authors

Affiliations

Murray J. Morrison
Ph.D. Candidate, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, Canada N6A 5B9.
Gregory A. Kopp [email protected]
Professor and Canada Research Chair in Wind Engineering, Boundary Layer Wind Tunnel Laboratory, Univ. of Western Ontario, London, Canada N6A 5B9(corresponding author). E-mail: [email protected]

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