Need a book? Engineering books recommendations...

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

Re: overhead epoxy application

[Subject Prev][Subject Next][Thread Prev][Thread Next]
You've come in late, Thor...this has been considered by the original poster, and the condition is, apparently, not a concern in this case.


Thor Tandy wrote:
Aren't you guys at all worried by the collapse last year of structure
segment supported by such anchors ...?

Thor A. Tandy P.Eng, MIStructE, Struct Eng
Victoria, BC

******* ****** ******* ******** ******* ******* ******* ***
*   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: ******* ****** ****** ****** ******* ****** ****** ********