Appendix F200

Wind Load Conversions:

The procedure for calculating wind pressures using Tables F.1. to F.3. follows:
1. Determine required height (Hs) and porosity (P).
2. Determine the design maximum wind speed from the climate history (e.g., ~90 mph, 50-year return, ~97 mph, 100-year return, ~111 mph, 500-year return).
3. Determine the elevation of the site (altitude), and the lowest temperature expected to occur with the design wind speed.
4. From Table F.1., read the wind pressure, Pw,o, for a fence with porosity 0.50 at sea-level and 20°C (68°F).
5. From Table F.2., determine the correction factor (CE,T) appropriate for the elevation and design temperature of the fence site.
6. From Table F.3., determine the correction factor (Cp) for the porosity of the fence.
7. Multiply the value obtained in Step 4 by the correction factors obtained in Steps 5 and 6 to obtain the design wind pressure Pw.

Appendix F.1

Appendix F.2 and F.3

200#. Courtesy of Tabler and Associates:, pages 189-193.

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State Climate Office | Water Resources Data System

Last Modified: Monday, 12-Sep-2011 10:26:38 MDT