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

RE: post tension slab on grade

[Subject Prev][Subject Next][Thread Prev][Thread Next]
You could increase the footing depth locally, so that the anchor bolt has enough embedment.
 

Charles F. Espenlaub, III, P.E.
Martin-Espenlaub Engineering
Tel  215-665-8570
Fax 215-561-5064

-----Original Message-----
From: D.A. [mailto:dnae(--nospam--at)home.com]
Sent: Monday, March 26, 2001 7:44 PM
To: seaint(--nospam--at)seaint.org
Subject: post tension slab on grade

Hi
I have job with existing post tension slab on grade
5" thick and where a shear wall is 8"  wide x 10" thick scope footing
at the edges is 12" wide x 18" thick
 
my question is I need to install HD5A in the scope footing but the depth is only 10"
which is not enough
 
any idea how to do that
 
thanks in advance
 
Dave