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RE: Wood Fr-Upgr : What I'll do and two more questions

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Thanks Bob, I think this is what I was originally saying. My fingers got tied up and I probably didn't explain my intent as well as you have.
Thanks again,
Dennis
-----Original Message-----
From: Robert J Bossi, PE [mailto:rjbossi(--nospam--at)sonic.net]
Sent: Friday, October 30, 1998 8:56 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Wood Fr-Upgr : What I'll do and two more questions

 

Dennis S. Wish PE wrote:

Thanks Bob, but I think there may be a flaw to the "ABK" method here.
<snip>
Bob, would you mind clearing this up - I think I'm confusing myself:>)
Dennis:

What I was suggesting was to:
1.  calculate the EQ load the existing structure would deliver to the common wall using the current code tributary area methods and compareit to the capacity of the existing roof diaphragm.  Use whichever is less (most likely the diaphragm capacity) since the wall won't see more load from the original structure than the existing diaphragm can deliver.

2.  calculate the full code load for the addition.

3.  add 1 and 2 together and design the common shear wall for the combined load.

Bob