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RE: Load bearing partition on post-tensioned slab

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To clarify:

The PTI Manual is for slabs on expansive OR COMPRESSIBLE soils.

From: GSKWY(--nospam--at) [mailto:GSKWY(--nospam--at)]
Sent: Thursday, April 21, 2005 7:40 AM
To: seaint(--nospam--at)
Subject: Load bearing partition on post-tensioned slab

 ...especially since the PTI manual is a reference only for design on expansive soils. 

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