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Fwd: Distribution of Concentrated Load on Concrete Joist

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We're designing a concrete joist in the form of a T-Beam "array" to carry 
LARGE concentrated loads on a cargo-ship wharf.

The load is 350-Kip from outrigger on a loading crane, applied to a 42"
square
outrigger pad.

The joist will have a 10" thick composite deck on top of it.

I know that this load can be distributed amongst more than one T-Beam, but am

unsure as to how to approach it.  Does anyone have any suggestions,
preferably
backed up with references?

Thanks much.


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From: poly(--nospam--at)flash.net (Bill Polhemus)
Newsgroups: SEAOC.Mailing.List
To: seaoc(--nospam--at)seaoc.org
Subject: Distribution of Concentrated Load on Concrete Joist
Date: Wed, 12 Feb 1997 19:15:52 -0600
Organization: Chez Polhemus, Katy, Texas, USA
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__________________________________________________

Richard Lewis, P.E.
Missionary TECH Team
rlewis(--nospam--at)techteam.org

The service mission like-minded Christian organizations
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