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RE: Distribution of Seismic loads in simple timber framed structures

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Happens to the best of us.

Of course, the last time I made that mistake, I was using Lotus 1-2-3 Ver. 
1A. :-)

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of Paul Ransom Sent: Thursday, May 01, 2014 7:59 AM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] Distribution of Seismic loads in simple timber 
 framed structures

I've gotten to rely too much on what's embedded and lost touch with the 
meaning. Ouch.

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