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Re: Solar panel wind loads (was: PDF to DWG)

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> From: "Gary L. Hodgson and Assoc." <design(--nospam--at)hodgsoneng.ca>

> Fellow Listers,
> I am designing a single post support for a solar panel, approx 38'
> long by 18' wide. It will be permanently tilted at 30 degrees from
> the horizontal. There are no wind pressure coefficients for this
> situation in the Canadian codes. Are you aware of any such
> coefficients in any of the US codes? Thanks in advance.

> Gary


Gary,
See the sign and open structures tables in the Commentary to Part 4.
Extrapolate liberally.

Regards
Paul
-- 
Paul Ransom
Pransom(--nospam--at)PaulRansom.ca


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