RE: Load bearing partition on post-tensioned slab[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: seaint(--nospam--at)seaint.org
- Subject: RE: Load bearing partition on post-tensioned slab
- From: "Polhemus, Bill" <Bill.Polhemus(--nospam--at)tyson.com>
- Date: Thu, 21 Apr 2005 08:38:06 -0500
I'm sorry, I meant that the PTI Manual itself addresses Compressible Soils.
See 3.2.2 et seq. of the PTI Manual.
From: GSKWY(--nospam--at)aol.com [mailto:GSKWY(--nospam--at)aol.com]
Sent: Thursday, April 21, 2005 8:07 AM
Subject: Re: Load bearing partition on post-tensioned slab
In a message dated 4/21/2005 9:01:04 AM Eastern Standard Time, Bill.Polhemus(--nospam--at)tyson.com writes:
Sectoin 1805.8 of the IBC references the PTI manual for expansive soils. Where does it reference it for compressible soils?
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