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Re: Wind Load Topographic Effects
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- Subject: Re: Wind Load Topographic Effects
- From: Jnapd(--nospam--at)aol.com
- Date: Wed, 31 Dec 2008 15:12:07 EST
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Conrad
Now the tough question if you have a rectangular building say 20 x
40ft. When you calculate the wind load for the long side do you use 40' or
44.7' ?? Then what is length for the short side 20' or 28.3'
??
I am not sure for short direction. any ideas ?
Joe
Venuti Johnson & Nielsen Associates Palm Springs, CA In a message dated 12/30/2008 9:35:19 P.M. Pacific Standard Time,
metamorphs96(--nospam--at)gmail.com writes:
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