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RE: Slender concrete columns

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You would have to consider moments induced by P delta effect and ref ACI
10.12 to check on considerations for moment magnification if the column is
part of a frame (sway or non-sway)........J. Baltar

-----Original Message-----
From: BDWOLF123(--nospam--at)aol.com [mailto:BDWOLF123(--nospam--at)aol.com]
Sent: Wednesday, June 23, 1999 12:51
To: seaint(--nospam--at)seaint.org
Subject: Slender concrete columns


Anyone out there know how to deal with a concrete column with axial load
only 
with a kl/r ratio larger than 22?

Andrew Arnold
Arnold Engineering