ability
Gary
Garner, Robert wrote:
> 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@rstavares.com]
>
> Sent: Friday, October 19, 2007 9:49 AM
> To: seaint@seaint.org
> Subject: RE: ASCE 7-05
>
> Never mind. Just figured it out.
>
> Mark E. Deardorff, SE
>
> R & S Tavares Associates, Inc
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> Phone: 209-863-8928
> mark@rstavares.com
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>> -----Original Message-----
>> From: Mark Deardorff [mailto:mark@rstavares.com]
>>
>
>
>> Sent: Friday, October 19, 2007 9:37 AM
>> To: seaint@seaint.org
>> Subject: ASCE 7-05
>>
>>
>
>
>> --------------------------------------------------------------
>> ------------
>> Your following message has been delivered to the list
>> seaint@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@rstavares.com
>> www.rstavares.com
>>
>>
>
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