Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: Canopy

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Jnapd(--nospam--at) 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.
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:
* * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to:
* Questions to seaint-ad(--nospam--at) 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: ******* ****** ****** ****** ******* ****** ****** ********