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RE: Sharing Holdowns @ Corners

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Joe –


Just curious, but what do you do if, based on your calculations, there is no uplift even considering orthogonal effects?


T. William (Bill) Allen, S.E.


Consulting Structural Engineers
V (949) 248-8588 F(949) 209-2509

-----Original Message-----
From: Jnapd(--nospam--at) [mailto:Jnapd(--nospam--at)]
Sent: Thursday, March 02, 2006 1:05 PM
To: seaint(--nospam--at)
Subject: Re: Sharing Holdowns @ Corners


And to add to Bill's comment I always upsize the corner holdown to the next larger size even if the loading that Bill mention did not require it.


Joe Venuti
Johnson & Nielsen Associates
Palm Springs, CA