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RE: Flood Loadings - ASCE 24 v. ASCE 7

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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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