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RE: Diagonal rod bracing[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: <seaint(--nospam--at)seaint.org>
- Subject: RE: Diagonal rod bracing
- From: "Oshin Tosounian" <oshin(--nospam--at)sdgseinc.com>
- Date: Thu, 11 Mar 2010 18:07:06 -0800
I’m not sure if you are aware of
L.A. Hillside Ordinance, but you need to look at Sec. 1613.9 of the 2008 City
Tension only bracing is no longer permitted.
Here’s the link
Oshin Tosounian, S.E.
From: David Topete
I don't know why you wouldn't be able to argue....
On Thu, Mar 11, 2010 at 5:05 PM, David Topete <d.topete73(--nospam--at)gmail.com> wrote:
Well, you could you super-duper conservative and design for R = 1.0 along the line of bracing. The superstructure would be wood shearwalls or steel frames deigned for their respective modification factor. the old CBC of '01 had rod bracing systems. I don't know why you would be able to argue for an equivalent R factor based on '07 CBC. Good luck.
On Thu, Mar 11, 2010 at 3:51 PM, <ENGRLAINES(--nospam--at)aol.com> wrote:
I’ve been asked to provide guidance
on remodeling a single story wood framed “stilt house” in the
Charles Laines, S.E.
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