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RE: Flood Loadings - ASCE 24 v. ASCE 7

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Thank you both.

I couldn't find the comment version of 24, but I
didn't have my SEI # handy so maybe it locked me out
of the advanced search.  I was fairly comfortable with
the ASCE 7 procedure to begin with, so I just ran with
that.

Jim


--- "Sherman, William" <ShermanWC(--nospam--at)cdm.com> wrote:

> The draft of the next version of ASCE 24 was just
> out for public
> comment. You might check the ASCE/SEI website to see
> if the draft is
> still available for viewing. 
> 
> 
> William C. Sherman, PE 
> (Bill Sherman) 
> CDM, Denver, CO
> Phone: 303-298-1311
> Fax: 303-293-8236
> email: shermanwc(--nospam--at)cdm.com
>  
> 
> > -----Original Message-----
> > From: Lutz, James
> [mailto:James.Lutz(--nospam--at)earthtech.com] 
> > Sent: Wednesday, January 26, 2005 1:10 PM
> > To: seaint(--nospam--at)seaint.org
> > Subject: RE: Flood Loadings - ASCE 24 v. ASCE 7
> > 
> > I just skimmed ASCE 24-98, which is probably not
> current (no 
> > pun intended.) It just references ASCE 7 for
> loading.
> > 
> > -----Original Message-----
> > From: Jim Wilson
> [mailto:wilsonengineers(--nospam--at)yahoo.com]
> > Sent: Wednesday, January 26, 2005 11:59 AM
> > To: seaint(--nospam--at)seaint.org
> > Subject: Flood Loadings - ASCE 24 v. ASCE 7
> > 
> > 
> > A quick question to save $52 from the ASCE
> bookstore - does 
> > ASCE 24 share the same approach to designing for
> low-velocity 
> > flood loadings as ASCE 7-02 section 5.3.3.3?  ASCE
> 7 allows 
> > for the calculation of an effective hydrostatic
> loading, dh, 
> > from flow rates less than 10ft/sec.  My design
> flow rate is 
> > less than 2ft/sec.
> > 
> > Thanks in advance,
> > Jim Wilson, PE
> > Stroudsburg, PA
> > 
> > 
> > 		
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