From:
Norman Watts <Norman_Watts@zzzzzzz>
Date:
Tue, 17 Feb 2004 08:12:01 -0500
Subject:
bankers
BTW, I've been thinking about a set up similar to what you described
and have already asked a mechanical engineering buddy of mine to tell
me how to figure the load capacity (at the center) of I-beams of given
web depth and span.
- References
- message 00160: bankers - George Graham (17 Feb 2004)
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