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Re: Handrail Loads vs Short Term

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If the design for seismic or wind you can use 1.33
----- Original Message -----
From: Rick
Sent: Friday, January 04, 2008 10:37 AM
Subject: Handrail Loads vs Short Term

I've never used a 1.33 increase on handrail components, but have one that doesnt calc out without it. Can handrail loads be considered short term?

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