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Re: R for knee brace

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And if they were to be timber?
Joe grill

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From: Jnapd(--nospam--at)aol.com
Date: Fri, 23 Oct 2009 21:54:42 EDT
To: <seaint(--nospam--at)seaint.org>
Subject: Re: R for knee brace

Dave
 
I would probably treat it like a Cantilevered Column  and use 2.5
 
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA
 
In a message dated 10/23/2009 5:11:25 P.M. Pacific Daylight Time, d.topete73(--nospam--at)gmail.com writes:
 the columns are steel.

On Fri, Oct 23, 2009 at 4:44 PM, <Jnapd(--nospam--at)aol.com> wrote:
Are columns steel or wood ??
 
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA

 
In a message dated 10/23/2009 2:40:45 P.M. Pacific Daylight Time, leenlee_front(--nospam--at)leenlee.net writes:
Hello, all

I have small canopy project, 40' x 16' x 10' high having 4 steel columns at corner.  OMRF(Ordinary Moment Resisting Frame) with R = 3.5 used at trasverse direction and I will have L shape knee braces at longitudinal direction. But I have no idea what R value is suitable for this knee bracing.
Please give me some idea.
Thanks in advance.

LA, CA

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--
David Topete, SE