Need a book? Engineering books recommendations...

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

RE: Inverted Key vs Starter Wall

[Subject Prev][Subject Next][Thread Prev][Thread Next]
-----Original Message-----
From: Sherman, William [mailto:ShermanWC(--nospam--at)] 
Sent: Friday, March 31, 2006 4:46 PM
To: seaint(--nospam--at)
Subject: RE: Inverted Key vs Starter Wall

You can use shear-friction but the problem is that if you use a flush
joint at the wall to slab interface and use a 6" PVC waterstop, the 3"
projection of the waterstop into the slab will interfere with the top
slab reinforcement. 

-----/Original Message/-----

Alternatively, however, you may use a "flat" water-stop which is what is
used all the time for sanitary structures.

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