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Re: hold downs at perforated shear wall

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In a message dated 5/18/2006 4:48:34 PM Pacific Standard Time, elig(--nospam--at)psm-engineers.com writes:
You don't "adjust the sum of the lengths of the..."
 
You use the full length of the wall as the moment resisting arm.  You only make adjustments with the table for shear nailing capacity.
 

~ ELI

I agree!!!!
Antonio S. Luisoni
Consulting S.E.