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RE: Wind Load on Wood Fence

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Ha! You don't want to calculate the fundemental frequency of a wood fence post and the gust effect factor?
25 psf for a fence in downtown SF seams pretty high.
 
Jeff


From: Rhkratzse(--nospam--at)aol.com [mailto:Rhkratzse(--nospam--at)aol.com]
Sent: Wednesday, December 17, 2008 6:09 PM
To: jeffsmith7(--nospam--at)comcast.net; seaint(--nospam--at)seaint.org
Subject: Re: Wind Load on Wood Fence

I'm with you Jeff.  I have a similar little project right now and a glance at 6.5.14 and its interminable references to references, etc., make me think it'll take as week and 50 pages and a Ph.D. just to get the pressure that used to be simply 25 psf.

Ralph

In a message dated 12/17/08 6:04:37 PM, jeffsmith7(--nospam--at)comcast.net writes:
I was hoping there might be a simplified procedure. The the 97 UBC allowed 75% of the normal force method for fences less than 12'.
Jeff



From: Conrad Harrison [mailto:sch.tectonic(--nospam--at)bigpond.com]
Sent: Wednesday, December 17, 2008 5:53 PM
To: seaint(--nospam--at)seaint.org
Subject: RE: Wind Load on Wood Fence


Jeff,
 
Seems the right approach to me. We use pressures on free standing walls for fences. If open then use the drag force coefficients for open framing ( AS1170.2). When using ASCE7-05 looks like need to go elsewhere for open framing drag forces.
 
Regards
Conrad Harrison
B.Tech (mfg & mech), MIIE, gradTIEAust
mailto:sch.tectonic(--nospam--at)bigpond.com
Adelaide


South Australia
 


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