structures) using formula 6-26.
Regards,
Ed Najjarine, SE
Irvine, CA
--- Jnapd@aol.com wrote:
> Hello All
>
> I have a building with canopies that are 3-5' wide
> and various lengths
> around my structure. Some canopies are fabric and
> some are metal roofing over
> ribbed 3/4" sq. steel tube sections.
>
> My question is should I use the Eoh and Goh values
> for wind uplift design
> or should I use
> Section 6.5.15 Other Structures ? All opinions are
> welcomed even if
> different from above.
>
> Joe Venuti
> Johnson & Nielsen Associates
> Palm Springs, CA
>
>
>
>
> **************Biggest Grammy Award surprises of all
> time on AOL Music.
>
(http://music.aol.com/grammys/pictures/never-won-a-grammy?NCID=aolcmp003000000025
> 48)
>
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