Dave
I would probably treat it like a Cantilevered Column and use 2.5
Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA
Johnson & Nielsen Associates
Palm Springs, CA
In a message dated 10/23/2009 5:11:25 P.M. Pacific Daylight Time, d.topete73@gmail.com writes:
the columns are steel.
On Fri, Oct 23, 2009 at 4:44 PM, <Jnapd@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@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