TECHNICAL PAPERS
Dec 1, 1994

Estimating Ground Snow Loads Using Local Climatological Data

Publication: Journal of Structural Engineering
Volume 120, Issue 12

Abstract

Ground snow loads have traditionally been estimated from data, in the form of accumulated water‐equivalent snow depth (density), collected by the National Weather Service (NWS) and the Soil Conservation Service (SCS), at so‐called first‐order weather stations. Extensive data related to snow depth, with the exception of water equivalents, are available from other weather stations (other NWS stations, cooperative state and local agencies' stations, etc.). In this paper, we present a method, using first‐order station data, to relate water‐equivalent depth to snow depth and daily temperature. A locality with a similar weather pattern as the first‐order station that maintains an appropriate weather database (i.e., snow depth and daily temperature) was identified. Using the developed relationship between water equivalents, snow depth, and daily temperature, we convert snow depth to density (i.e., water equivalents) for the local data source. This procedure allows us to significantly expand our ground snow load database, better determine the proper statistical distribution for annual maximum events, and more accurately estimate design ground snow loads. We illustrate the method using climatological data from a NWS first‐order station (including water equivalents), and a nearby cooperative state weather station.

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References

1.
American national standard—minimum design loads for buildings and other structures; A58.1‐1982. (1982). American Nat. Standard Inst. (ANSI), New York, N.Y.
2.
Boyd, D. W. (1961). “Maximum snow depths and snow loads on roofs in Canada.” Proc., 29th Annu. Meeting Western Snow Conf., Res. Paper 142, Div. Build. Res. NRC 6312, NRCC, Ottawa, Canada, 6–16.
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Ellingwood, B., and Redfield, R. (1983). “Ground snow loads for structural design.” J. Struct. Engrg., ASCE, 109(4), 950–964.
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Howe, Malverd A. (1912). The design of simple roof‐trusses in wood and steel. John Wiley & Sons, New York, N.Y.
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Minimum design loads for buildings and other structures, ASCE 7‐93. (1993). ASCE, New York, N.Y.
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Newark, M. J. (1984). “A new look at ground snow loads in Canada.” Proc., 41st Eastern Snow Conf., New Carrolton, Md.
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O'Rourke, M. J., and Stiefel, U. (1983). “Roof snow loads for structural design.” J. Struct. Engrg., ASCE, 109(7), 1527–1537.
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Sack, R. L., and Sheikh‐Taheri, A. (1986). Ground and roof snow loads for Idaho. Dept. of Civ. Engrg., Univ. of Idaho, Moscow, Idaho.
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Steyaert, L. T., Le Duc, S. K., Strommen, N. D., Nicodemus, L., and Guttman, N. B. (1980). “Estimating water equivalent snow depth from related meteorological variables,” NUREG/CR‐1389, Ofc. of Standards Development, U.S. Nuclear Regulatory Commission, Washington, D.C.
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Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 120Issue 12December 1994
Pages: 3567 - 3576

History

Received: Dec 28, 1993
Published online: Dec 1, 1994
Published in print: Dec 1994

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Authors

Affiliations

Kenneth J. Fridley, Member, ASCE
Assoc. Prof., Dept. of Civ. and Envir. Engrg., Washington State Univ., Pullman, WA 99164‐2910
Kathy A. Roberts, Student Member, ASCE
Undergrad. Res. Asst., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, 202 West Boyd, Room 334, Norman, OK 73019‐0631
J. Bryan Mitchell, Student Member, ASCE
Grad. Res. Asst., School of Civ. Engrg. and Envir. Sci., Univ. of Oklahoma, 202 West Boyd, Room 334, Norman, OK

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