Check out 2006 IBC Section 1607.7.1.3, where design based on ASD using the loading specified in that section may use the 1/3-increase. It's a nice allowance that has not been recognized before, but seems to make sense.
-----Original Message-----
From: Rick [mailto:mohr2circle@yahoo.com]
Sent: Friday, January 04, 2008 10:37 AM
To: seaint@seaint.org
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? From: Rick [mailto:mohr2circle@yahoo.com]
Sent: Friday, January 04, 2008 10:37 AM
To: seaint@seaint.org
Subject: Handrail Loads vs Short Term
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