Need a book? Engineering books recommendations...
Re: Shear in NDS (and deflection)[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: d.topete73(--nospam--at)gmail.com, seaint(--nospam--at)seaint.org
- Subject: Re: Shear in NDS (and deflection)
- From: Rhkratzse(--nospam--at)aol.com
- Date: Thu, 26 Feb 2009 19:14:21 EST
In a message dated 2/26/09 3:33:53 PM, d.topete73(--nospam--at)gmail.com writes:
On Thu, Feb 26, 2009 at 1:40 PM, <Rhkratzse(--nospam--at)aol.com> wrote:
(Ask me how I know.)
Ralph Hueston Kratz, S.E.
Richmond CA USA
Sounds like a loaded question...
David Topete, SE
I don't know if it's loaded or not, but the situation -- 30+ years ago, in a building that's since been demolished -- there were large roof overhangs with double cantilevered glu-lams. I thought I was very conservative in my design, but a couple of decades later the overhangs had sagged enough that they had to add ugly downspouts to drain them. :(
Live and learn.
You're invited to Hollywood's biggest party: Get Oscars updates, red carpet pics and more at Moviefone. (http://movies.aol.com/oscars-academy-awards?ncid=emlcntusmovi00000001)
- Prev by Subject: Re: Shear in NDS (and deflection)
- Next by Subject: SIPS in Seismic Design Category D, E ,F
- Previous by thread: RE: some code issues
- Next by thread: FACI Title?