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RE: AISC Table 8-33 question[Subject Prev][Subject Next][Thread Prev][Thread Next]
- To: "'seaint(--nospam--at)seaint.org'" <seaint(--nospam--at)seaint.org>
- Subject: RE: AISC Table 8-33 question
- From: Charlie Carter <carter(--nospam--at)aiscmail.com>
- Date: Fri, 3 Nov 2000 11:33:23 -0600
Title: RE: AISC Table 8-33 question
You get the cookie for today.
That table has it's origins in a time when 5/8 wall thicknesses were an exception, not a rule. Today, the equipment in common use in HSS mills can handle 5/8 walls and they are often produced by the same process as their thinner cousins. So I guess the table value just wasn't kept up with the times. Thanks for pointing that out. We'll get it fixed.
P.S. You're the sage...you led me to the light. (-:
From: Sprague, Harold O. [mailto:SpragueHO(--nospam--at)bv.com]
Sent: Friday, November 03, 2000 10:05 AM
Subject: AISC Table 8-33 question
RE: AISC LRFD Vol. #2 Connections, Table 8-33 on page 8-99.
Column - Max. thickness, in.
Row - A500
What is the maximum thickness of 1/2 indicating?
Is it the maximum weld thickness? I don't think so.
Is it the maximum material thickness available? It can't be since
ASTM A500 Section 1.2 lists the maximum thickness of 0.625".
Is the great AISC silver book fallible? What next ...... ASD for seismic,
social unrest, anarchy, riots in the streets?
Charlie Carter (or other steel sage), please lead us to the light!
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