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RE: STRUCTURAL STEEL: Large Pipe Column?

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Well, can't do that for reasons previously mentioned.

Also, my biggest problem isn't concentric loading, it is high moment.



William L. Polhemus, Jr. P.E.
Polhemus Engineering Company
Katy, TX, USA
Phone (281) 492-2251
FAX (281) 492-8203
email bill(--nospam--at)polhemus.cc

-----Original Message-----
From: Sprague, Harold O. [mailto:SpragueHO(--nospam--at)bv.com]
Sent: Thursday, February 28, 2002 10:25 AM
To: 'seaint(--nospam--at)seaint.org'
Subject: RE: STRUCTURAL STEEL: Large Pipe Column?


Go composite.  A 20" diameter column filled with 3500 psi concrete has an
allowable concentric load of 1191 kips for a 20 ft. long column.



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