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RE: Sanitary Structures[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: Sanitary Structures
- From: "Horning, Dick/CVO" <dhorning(--nospam--at)CH2M.com>
- Date: Thu, 31 Dec 1998 15:08:10 -0700
Since axial load in a column reduces steel tension, I would use Cd = 1.0 for the axial load. -----Original Message----- From: Chris Towne [SMTP:chris_towne(--nospam--at)hotmail.com] Sent: Thursday, December 31, 1998 12:40 PM To: seaint(--nospam--at)seaint.org Subject: Sanitary Structures When designing columns in sanitary structures (water treatment plant tank), do I only multiply the factored moment by 1.3 or do I do both the moment and the axial load? Chris Towne ______________________________________________________ Get Your Private, Free Email at http://www.hotmail.com