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RE: ASCE 7-05

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Probably with PhD's, too!

Mark E. Deardorff, SE 
R & S Tavares Associates, Inc
9815 Carroll Canyon Road
Suite 206
San Diego, CA 92131
Phone: 858-444-3344
Phone: 209-863-8928
mark(--nospam--at)rstavares.com
www.rstavares.com

 

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> -----Original Message-----
> From: Garner, Robert [mailto:rgarner(--nospam--at)moffattnichol.com] 
> Sent: Friday, October 19, 2007 10:53 AM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: ASCE 7-05
> 
> 
> Ahhh, the intricacies and convolutions of ASCE 7.  Really, 
> really hard to believe that this was actually written by engineers.
> 
> -----Original Message-----
> From: Mark Deardorff [mailto:mark(--nospam--at)rstavares.com] Sent: 
> Friday, October 19, 2007 9:49 AM
> To: seaint(--nospam--at)seaint.org
> Subject: RE: ASCE 7-05
> 
> Never mind. Just figured it out.
> 
> Mark E. Deardorff, SE R & S Tavares Associates, Inc
> 9815 Carroll Canyon Road
> Suite 206
> San Diego, CA 92131
> Phone: 858-444-3344
> Phone: 209-863-8928
> mark(--nospam--at)rstavares.com
> www.rstavares.com
> 
>  
> CONFIDENTIALITY AND SECURITY  NOTICE:
> This e-mail, including any attachments, may contain 
> confidential and proprietary information and may be legally 
> privileged or otherwise protected by law. It may be read and 
> used solely by the intended recipient(s), and any review, use 
> or distribution by others is strictly prohibited. If you are 
> not an intended recipient, please notify us immediately by 
> replying to the sender and delete this e-mail, including any 
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> R&S Tavares Associates Inc. and its client retain all 
> proprietary rights they may have in the information. 
>  
> > -----Original Message-----
> > From: Mark Deardorff [mailto:mark(--nospam--at)rstavares.com] > Sent: Friday, 
> > October 19, 2007 9:37 AM
> > To: seaint(--nospam--at)seaint.org
> > Subject: ASCE 7-05
> > > --------------------------------------------------------------
> > ------------
> > Your following message has been delivered to the list
> >   seaint(--nospam--at)seaint.org at 09:35:24 on 19 Oct 2007.
> > --------------------------------------------------------------
> > ------------
> > > > I am confused! I may just be missing something but here 
> is my > quandary.
> > Chapter 11 has the same seismic formulas as earlier codes. 
> > But then there is chapter 12 the title of which uses the > 
> term, "Building Structures." This yields higher base shears > 
> than chapter 11. Which one should I use?
> > > I think I just answered my question. I was looking at section > 
> > > 12.14, not
> > 12.8 which covers the equivalent force method.
> > > But what IS chapter 11 for?
> > > Mark E. Deardorff, SE
> > R & S Tavares Associates, Inc
> > 9815 Carroll Canyon Road
> > Suite 206
> > San Diego, CA 92131
> > Phone: 858-444-3344
> > Phone: 209-863-8928
> > mark(--nospam--at)rstavares.com
> > www.rstavares.com
> > >  > > CONFIDENTIALITY AND SECURITY  NOTICE:
> > This e-mail, including any attachments, may contain > 
> confidential and proprietary information and may be legally > 
> privileged or otherwise protected by law. It may be read and 
> > used solely by the intended recipient(s), and any review, 
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> you are > not an intended recipient, please notify us 
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> and its client retain all > proprietary rights they may have 
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