Monday, November 9, 2009

re: base plates

Paul,
Architect friend of mine had a project where the contractor did not grout under the base plates of the columns on a multi-story building and the anchor bolts failed in buckling like mini-columns. I don't remember the repercussions or how far into the construction it was, it was not disasterous but I would think they would loose a couple of vertical inches and have to find a way to jack the column up and re-anchor it. Imagine the building is finished or occupied and you loose two inches at every floor and your integrity at the base of the column(s)....

Andrew Kester, PE

******* ****** ******* ******** ******* ******* ******* ***
* 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
******* ****** ****** ****** ******* ****** ****** ********