Just curious, but if you bought a program, how would you know if it's
accurate, without errors and contains the same engineering assumptions you
would make? I guess you could compare the results of the output with a
design you did in-house, but what if the answers are different? How would
you determine if the differences are in engineering philosophy,
interpretation of the code, a different level of conservatism than yours or
just a flat out numerical error?
I'm just askin'.
T. William (Bill) Allen, S.E.
ALLEN DESIGNS
Consulting Structural Engineers
V (949) 248-8588 . F(949) 209-2509
-----Original Message-----
From: Rand W Holtham [mailto:RHoltham@CBI.com]
Sent: Friday, November 14, 2008 11:59 AM
To: seaint@seaint.org
Subject: Flush Moment end plate connections
I was setting down to write a spreadsheet to do flush and extended multiple
row moment end plate connections per AISC Design Guide #16. Is anyone aware
of a commercially available spreadsheet that is available.
TIA,
Rand
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