thing went down AWFUL fast for what was likely not too much of a load
(relatively speaking)...and there did not seem to be too much of a
connection between the column/piers and the roof. The columns seemed to
"hinge" rather easily.
Regards,
Scott
Adrian, MI
-----Original Message-----
From: Michel Blangy [mailto:mblangy@satco-inc.com]
Sent: Friday, July 11, 2008 11:08 AM
To: Seaint@Seaint. Org
Subject: Make sure you always wear your hardhat...
at the atm??
http://www.break.com/index/how-not-to-use-the-drive-through-atm.html
******* ****** ******* ******** ******* ******* ******* ***
* 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
******* ****** ****** ****** ******* ****** ****** ********
******* ****** ******* ******** ******* ******* ******* ***
* 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
******* ****** ****** ****** ******* ****** ****** ********