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Re: COMP Woodworks

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I find it pretty remarkable that no one that responded or anyone I know uses
the "concept" mode. Does it really take longer to define the geometry than
to (separately) define the loads for each and every beam?


-----Original Message-----
From: BVeit <BVeit(--nospam--at)>
To: seaoc(--nospam--at) <seaoc(--nospam--at)>
Date: Thursday, April 23, 1998 8:23 AM
Subject: Re: COMP Woodworks

>I use Woodworks, Bill.  Mainly to confirm choices I make based on the
tables I
>have set up for various joists, beams, and columns.  It's also handy to
>various equivalents in different species that I'm not familiar with and
>have in my tables yet.
>It's ok if they keep it inexpensive, otherwise forget it.  $0.02.
>Brian Veit, P.E.