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Re: Distribution of Seismic loads in simple timber framed structures

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I think that I have that spreadsheet in Visacalc on my TRS-80 - model II. Use to run SAP 80 on this machine (CPM) and it would handle 50 nodes! But it was better than my Wang 600 with the dual keyboard.

Neil

On 5/1/2014 6:05 AM, Polhemus, William wrote:
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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