TECHNICAL PAPERS
Sep 13, 2002

Snow Drifts at Windward Roof Steps

Publication: Journal of Structural Engineering
Volume 128, Issue 10

Abstract

Snow drifts are frequently observed at roof steps, that is, at the common wall between two nominally flat roof surfaces at different elevations. When wind blows from the lower roof towards the upper roof, some of the snow on the lower roof is transported towards and settles at the roof step, resulting in a windward roof step drift on the lower-level roof. When wind blows from the upper roof towards the lower roof, some of the snow on the upper roof settles on the lower roof adjacent to the roof step, resulting in a leeward roof step drift on the lower roof. Current building code provisions relate the size of these drifts to the size of the snow source area (i.e., upper-roof length for leeward drifts). In the 1998 version of the ASCE 7 Load Standard, provisions for windward roof step drifts were changed. These changes result in somewhat higher loadings compared to previous versions of the ASCE 7 Standard. Herein, we attempt to justify these new provisions for windward drifts by reviewing the research upon which the previous provisions were based and by analyzing a group of new windward roof step case histories.

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References

ASCE. (1990). Minimum design loads for buildings and other structures, ASCE 7-88, New York.
ASCE. (1996). Minimum design loads for buildings and other structures, ASCE 7-95, New York.
ASCE. (2000). Minimum design loads for buildings and other structures, ASCE 7-98, New York.
M. A. Reidy Engineers. (1978). “Evaluation of snowdrift loads on the roof, Jordan Marsh Co. Central Service Facility.” Boston.
O’Rourke, M., and El Hamadi, K. (1987). “Roof snow loads: Drifting against a higher wall.” Proc., 55th Western Snow Conf., Vancouver, B.C., 124–132, April.
O’Rourke, M., and Galanakis, I. (1988). “Modeling wind effects on drifting.” Proc., 1st Int. Conf. Snow Engineering, CREEL Special Rep. 89-6, Hanover, N.H., 178–187, July.
O’Rourke, M., Speck, R., and Stiefel, U.(1985). “Drift snow loads on multilevel roofs.” J. Struct. Eng., 111(2), 290–306.
O’Rourke, M., Tobiasson, W., and Wood, E.(1986). “Proposed code provisions for drifted snow loads.” J. Struct. Eng., 112(9), 2080–2092.
Shriever, W. R., Faucher, Y., and Lutes, D. A. (1967). “Snow accumulations in Canada case histories: I. technical paper no. 237.” Div. of Build. Res., Nat. Res. Council of Canada, Ottawa.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 128Issue 10October 2002
Pages: 1330 - 1336

History

Received: May 9, 2001
Accepted: Dec 3, 2001
Published online: Sep 13, 2002
Published in print: Oct 2002

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Authors

Affiliations

Michael O’Rourke, M.ASCE
Professor, Dept. of Civ. Engineering, Rensselaer Polytechnic Institute, 110 8th St., Troy, NY 12180-3590.
Charles De Angelis, M.ASCE
Retired; formerly, Engineering Specialist, FM Global, Norwood, MA 02062.

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