Need a book? Engineering books recommendations...

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

RE: Anchorage to concrete pavers

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Drew,
Consider Tapcons for this small of a load.  If this in an area of potential 
 freeze thaw, seal the hole to prevent water from entering the hole.

Regards, Harold Sprague

> Date: Wed, 3 Oct 2012 16:38:52 -0800
> From: dmorris(--nospam--at)bbfm.com
> Subject: [SEAINT-SEAOSC] Anchorage to concrete pavers
> To: seaint-seaosc(--nospam--at)mail-list.com
> 
> I have a small mechanical unit anchorage project. It is an outside
> condenser standing on 1 1/4" concrete pavers that extend from wall curb
> to wall curb. At each anchor, the uplift forces are less than 5# and the
> shear is less than 20#. The weight of a paver is enough to keep the
> condenser down and the pavers can transfer the lateral force through
> bearing to the wall curb. Can anyone recommend a small screw that is
> applicable? I will have the holes pre-drilled to minimize the
> possibility of splitting the pavers.
> 
> Plan B is to cast concrete pavers that have the same horizontal
> dimensions so they can slip in under the legs but are thicker.
> 
> --
> *Drew Morris, PE*| /Project Engineer/
> BBFM Engineers, Inc. <http://www.bbfm.com/>

-------------------------------------------------------------------------
Post your message to the list by sending it to: 
   SEAINT-SEAOSC(--nospam--at)mail-list.com.

The email messages sent to the list will be saved in an archive on the World Wide Web.
These archives are located at:
    http://archive.mail-list.com/SEAINT-SEAOSC

To contact the list owner, send your message to:
   SEAINT-SEAOSC-list-owner(--nospam--at)mail-list.com.

5700 Ralston Street, Suite 300, Ventura, CA 93003

To unsubscribe, switch to/from digest, get on/off vacation, or change your email address, click here.
http://cgi.mail-list.com/u?ln=seaint-seaosc&nm=seaintma%40euken.net