Might want to get ahold of PCA's "Strength Design of Anchorage to Concrete".
Its probably more uptodate than Gaylord's book.
From: Mike Maurigi [mailto:maurigim(--nospam--at)laynewtd.com]
Sent: Thursday, January 11, 2001 7:40 AM
Subject: Re: Anchor Bolt Embedment & Uplift Force
Unfortunately, no one in this office has a Structural Engineering Handbook.
Would anyone be willing to email me the appropriate formulas for calculating
anchor bolt embedment depth and anchor bolt uplift force. Again the
application was for a base ring supporting a 42 foot tower.
----- Original Message -----
From: "Wladimir Bassett" <wbassett(--nospam--at)humr.org.ni>
Sent: Thursday, January 04, 2001 6:04 PM
Subject: RE: Anchor Bolt Embedment & Uplift Force
You can find the formulas in Gaylord & Gaylord- Structural Engineering
W. Bassett A.