Need a book? Engineering books recommendations...

Return to index: [Subject] [Thread] [Date] [Author]

Re: FEMA 350, 351, 352

[Subject Prev][Subject Next][Thread Prev][Thread Next]
And some others are trying to earn a living, while the fee factors don't
seem to be proportional...

At least your colleague didn't go to adobe or straw bales.

Mark D. Anderson PE

----- Original Message -----
From: "Sprague, Harold O." <SpragueHO(--nospam--at)bv.com>
To: <seaint(--nospam--at)seaint.org>
Sent: Thursday, October 26, 2000 11:54 AM
Subject: RE: FEMA 350, 351, 352


  A colleague was considering steel moment
> frames on a recent structure.  I laid my FEMA's on him.  The lateral
system
> is now a braced frame.  Some engineers are easily intimidated.
>
> Regards,
> Harold Sprague
>
>
> > -----Original Message-----
> > From: merrick group [SMTP:merrickgroup(--nospam--at)compuserve.com]
> > Sent: Thursday, October 26, 2000 2:43 PM
> > To: Seaint
> > Subject: FEMA 350, 351, 352
> >
> > I see that The intrim Report on FEMA 350 by SEAOSC Steel Adhoc Commitee
is
> > available as of 10-25-00. I was able to download it from the SEAINT
> > website.
> >
> > I have a very old memo that reminded me that there had been an
> > availability
> > date for FEMA 351 and 352 set for today. Does anyone know anything of
> > these
> > documents? The titles seem similar to a bunch of FEMA stuff that I have,
> > in
> > the FEMA 200 to 300 range.
> >
> > #61623; FEMA 351 ? Recommended Seismic Evaluation and Upgrade Criteria
for
> > Existing Welded Steel Moment-Frame Buildings.
> >
> > #61623; FEMA 352 ? Recommended Postearthquake Evaluation and Repair
> > Criteria
> > for Welded Steel Moments
> >
> > David Merrick, SE
> > merrickgroup(--nospam--at)compuserve.com
> >
>
>