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RE: LRFD HSS flexure analysis question
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 Subject: RE: LRFD HSS flexure analysis question
 From: "Eric Green" <EGreen(nospamat)walterpmoore.com>
 Date: Fri, 24 Jan 2003 13:55:11 0600
Thanks for everyone replies!
Eric Green
Original Message
You are correct. Make TWO checks for each axis separately:
one for the flange b/t < 28 one for the webs d/t < 94.4
Thus, if you satisy both of the above equations about one axis then you have a compact section about that axis.

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