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RE: FEMA 350, 351, 352

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I don't believe that they are.  

Ron Hamburger chaired the SAC Joint Venture.  
He might know of a source.

Regards,
Harold Sprague


> -----Original Message-----
> From:	Khosrownia, Ghassem SPK [SMTP:GKhosrownia(--nospam--at)spk.usace.army.mil]
> Sent:	Thursday, October 26, 2000 4:52 PM
> To:	'seaint(--nospam--at)seaint.org'
> Subject:	RE: FEMA 350, 351, 352
> 
> Harold, do you know if these documents are available electronically?
> 
> Ghassem
> 
> -----Original Message-----
> From: Sprague, Harold O. [mailto:SpragueHO(--nospam--at)bv.com]
> Sent: Thursday, October 26, 2000 12:54 PM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: FEMA 350, 351, 352
> 
> 
> 
> The series consists of:
> FEMA 350	Steel Moment Frame Buildings: Design Criteria for New
> Buildings
> FEMA 351	Steel Moment Frame Buildings: Evaluation and Upgrade for
> Existing Buildings
> FEMA 352	Steel Moment Frame Buildings: Post-Earthquake Evaluation and
> Repair Criteria
> FEMA 353	Steel Moment Frame Buildings: Specifications and Quality
> Assurance Guidelines
> 
> I received mine about a month ago.  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
> > 
> 
>