> 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.
>
I am not sure what Eoh and Goh are. You can also look at these canopies
as partially enclosed buildings; open on three sides, closed at the back.
******* ****** ******* ******** ******* ******* ******* ***
* Read list FAQ at: http://www.seaint.org/list_FAQ.asp
*
* This email was sent to you via Structural Engineers
* Association of Southern California (SEAOSC) server. To
* subscribe (no fee) or UnSubscribe, please go to:
*
*
http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad@seaint.org. Remember, any email you
* send to the list is public domain and may be re-posted
* without your permission. Make sure you visit our web
* site at: http://www.seaint.org
******* ****** ****** ****** ******* ****** ****** ********