Need a book? Engineering books recommendations...
Return to index: [Subject] [Thread] [Date] [Author]
RE: LRFD HSS flexure analysis question
[Subject Prev][Subject Next][Thread Prev][Thread Next] To: "'seaint(nospamat)seaint.org'" <seaint(nospamat)seaint.org>
 Subject: RE: LRFD HSS flexure analysis question
 From: Michael Bryson <MBryson(nospamat)mhpse.com>
 Date: Fri, 24 Jan 2003 11:38:35 0800
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.
Original Message From: Eric Green [mailto:EGreen(nospamat)walterpmoore.com] Sent: Wednesday, January 22, 2003 9:07 AM To: seaint(nospamat)seaint.org Subject: LRFD HSS flexure analysis question

 Prev by Subject: RE: LRFD HSS flexure analysis question
 Next by Subject: RE: LRFD HSS flexure analysis question
 Previous by thread: Re: LRFD HSS flexure analysis question
 Next by thread: RE: LRFD HSS flexure analysis question
 About this archive
 Messages sorted by: [Subject][Thread][Author][Date]