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Civil-Comp Proceedings
ISSN 1759-3433
CCP: 4/5
PROCEEDINGS OF THE THIRD INTERNATIONAL CONFERENCE ON CIVIL AND STRUCTURAL ENGINEERING COMPUTING
Edited by: B.H.V. Topping
Paper IX.3

Simulating Uniform Roof Snow Loads

R.L. Sack and D. Arnholtz

Department of Civil Engineering, University of Idaho, Moscow, Idaho, USA

Full Bibliographic Reference for this paper
R.L. Sack, D. Arnholtz, "Simulating Uniform Roof Snow Loads", in B.H.V. Topping, (Editor), "Proceedings of the Third International Conference on Civil and Structural Engineering Computing", Civil-Comp Press, Edinburgh, UK, pp 229-235, 1987. doi:10.4203/ccp.4.9.3
Abstract
Snow tends to slide from unobstructed slippery sloped roofs of sufficient steepness. This behavior can reduce the required design load and deposit additional loading on lower adjacent structures. Computer-based data acquisition systems have made it possible to obtain the necessary data to understand sliding snow. Microcomputers can collect data, transmit the information while unattended, and control laboratory equipment. Data from field sites, combined with data generated using artificial snow, comprised the database; thus, we expressed the conditional probability of sliding using temperature as the random variable. The probability of sliding on any given day is expressed using the equation of joint probability; with these probabilities and actual meteorological data, we simulated roof loads for each winter day over a period of 25 years. A log Pearson type III extreme value distribution yielded 50-year mean recurrence interval roof loads that correlated with measured values.

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