Need a book? Engineering books recommendations...

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

Re: Masonry wall with epoxy anchors

[Subject Prev][Subject Next][Thread Prev][Thread Next]
I would be careful.  The problem sounds as if it could be just an issue of
minimum reinforcement to minimize shrinkage effects (not 100% clear to be
the case, which is why I am want to look at the code requirements).  If
so, the advocating ripping down the wall and replacing could be a bit on
the drastic side.

Note that I am not advocating doing the engineering to fix another's
mistake for free.  The contractor should have to pay for ALL expenses to
fix the problem...the client should not have to pay for the contractor's
mistake.  But, that does not mean that the engineer has to rigidly demand
the potentially most expensive repair/fix, espeically if there are other
options that will work.

In an ideal world, the contractor would be forced to rip down the wall and
replace it at his/her expense and learn a lesson.  More than likely in the
real world, in such a situation, the contractor would get pissed and find
other ways to recoup the money and potentially find a way to retaliate
against the engineer in some way causing the project to spiral into one
big hatefest of all parties involved.  Being rigid and confrontational
usually only gets you a rigid board upsite the head, so to speak.  Doesn't
mean that such approachs are not meritted at times, but should be rarely
done and done with caution.  Just my 2 cents.


Adrian, MI

On Thu, 8 Sep 2005 Jnapd(--nospam--at) wrote:

> Dave:
> This is engineering by the contractor not you .  He can sleep at night  with
> no liability, but not you.  If you fix his problem then you are  accepting his
> engineering and he will most assuredly point the finger at you if  anything
> goes wrong. I totally agree with Eli. Remove at the contractors  expense.  Get
> a better contractor. You mat have to explain the  problems and liability to
> the client.
> Joe  Venuti
> Johnson & Nielsen Associates
> Palm Springs,  CA

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