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RE: Wind Load Topographic Effects

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I am assuming that in Joes example he was referring to the square root of the sum of the squares (SRSS). So the SRSS of the 20' and 40' sides is 44.72'.
Jeff

From: Conrad Harrison [mailto:metamorphs96(--nospam--at)gmail.com]
Sent: Thursday, January 01, 2009 9:11 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Wind Load Topographic Effects

Jeff,
 
What does SRSS refer to? IBC and ASCE7 are not the codes I use. I just interpret on basis of similarities to codes I do use and the parts I have read thus far.
 
So could you give me a more direct reference.
 
regards
 
Conrad.