Need a book? Engineering books recommendations...

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

Re: Fwd: Structural Systems

[Subject Prev][Subject Next][Thread Prev][Thread Next]
Of course, it would.  Unless, the cantilevered wall is designed for such
conditions.  And, built to those design assumptions.  Good luck.

On Tue, Apr 9, 2013 at 12:09 PM, Wajahat Nassar 
<wajahat.nassar(--nospam--at)gmail.com>wrote:

> Thank you, but the top floor, or basement cap would be placed at a later
> stage, and so would the raft, so wouldnt the adjacent building be 
> affected by then?
> 
> Regards,
> Wajahat
> 
> On 9 April 2013 12:05, David Topete <d.topete73(--nospam--at)gmail.com> wrote:
> 
>> Why wouldn't the floor act as a restraining force at the top of the 
>> wall? 
>> On Tue, Apr 9, 2013 at 12:00 PM, Wajahat Nassar
>> <wajahat.nassar(--nospam--at)gmail.com>wrote:
>> 
>>> Dear All,
>>> 
>>> I am working on a 900 sq ft, area where there are no basements on two
>>> sides and the owner wishes to have a basement for his property. I am 
>>> not sure how this would work. The drawings say that a 9 inch retaining 
>>> wall would be prepared to the actual footing depth. I am afraid that 

Truncated 542 characters in the previous message to save energy.

--
David Topete, SE

-------------------------------------------------------------------------
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>