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Fwd: Connection of Pipe Pile to Concrete Cap Beam

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I have a 36" Diameter pipe pile that I'm attaching to a large reinforced 
concrete cap beam, by embedding rebars into a concrete plug in the pipe pile,

and hooking them into the cap beam.

Does anyone have any criteria for how long a concrete plug I'll need?  It 
would seem to me to be a function of the bonding force of the concrete to the

pipe wall, but I have no available criteria for this.

In my case, there is no net tension across the beam-pile interface, but there

IS considerable moment that I'd like transferred, so as to make this a moment

frame.

Any guidance would be welcome.


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From: poly(--nospam--at)flash.net (Bill Polhemus)
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To: seaoc(--nospam--at)seaoc.org
Subject: Connection of Pipe Pile to Concrete Cap Beam
Date: Sun, 02 Feb 1997 20:54:00 -0600
Organization: Chez Polhemus, Katy, Texas, USA
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Richard Lewis, P.E.
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rlewis(--nospam--at)techteam.org

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