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Drift Limits for Wind[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: Drift Limits for Wind
- From: "Gerard Madden, SE" <gmadden(--nospam--at)maddengine.com>
- Date: 21 Sep 2005 16:13:53 -0700
- Date: Wed, 21 Sep 2005 16:12:30 -0700
I must be getting old cause I can’t seem to find this, so I ask all of you to refresh my memory….
I have a simple storefront renovation project and I am using cantilevered steel columns to resist the lateral wind load. The wind force governs over seismic by a factor of 2.
In UBC/CBC the Delta_M drift limit is 0.7*R*Delta_S …. Now that I know for sure is for seismic and is straight forward.
Since I have twice the load governed by wind, do I still need to meet this requirement?
I know technically there is no drift limit for 1 story steel construction and this is basically a false tower/covered entrance outside of an existing building but I’d still like to meet the drift limit since there are several illuminated signage type things and stucco finish that I’d rather not have bust all up under huge deflections.
Can I design it to meet L/240 for wind and the Delta_M for seismic and be okay?
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