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RE: FEMA 350, 351, 352

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Now, there's some irony...I think adobe only required peer review.

	-----Original Message-----
	From:	Mark D. Anderson PE [SMTP:mda(--nospam--at)alaska.net]
	Sent:	Thursday, October 26, 2000 2:20 PM
	To:	seaint(--nospam--at)seaint.org
	Subject:	Re: FEMA 350, 351, 352

	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
	> >
	>
	>