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# RE: LRFD HSS flexure analysis question

• To: <seaint(--nospam--at)seaint.org>
• Subject: RE: LRFD HSS flexure analysis question
• From: "Eric Green" <EGreen(--nospam--at)walterpmoore.com>
• Date: Fri, 24 Jan 2003 13:55:11 -0600

 Thanks for everyone replies!   Eric Green     -----Original Message----- From: Michael Bryson [mailto:MBryson(--nospam--at)mhpse.com] Sent: Friday, January 24, 2003 1:39 PM To: 'seaint(--nospam--at)seaint.org' Subject: RE: LRFD HSS flexure analysis question   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(--nospam--at)walterpmoore.com] Sent: Wednesday, January 22, 2003 9:07 AM To: seaint(--nospam--at)seaint.org Subject: LRFD HSS flexure analysis question When designing a HSS for flexure, the wall slenderness ratio is defined as h/t. My question, is h/t defined relative to the axis of bending, or is is defiend as the larger of h/t or b/t?   For example, assume a HSS12x8x3/8 is being bent about the strong axis, in which case h/t = 31.4 (and b/h = 19.9). However, of the same member is bent about the weak axis, h/t = 19.9 (and b/h = 31.4).  Should 31.4 be used for both analysis, or 31.4 for the strong axis and 19.9 for the weak?   It seems to me h/t is relative to the axis of bending and different number should be used for weak and strong axis bending.   Eric Green - Speaking only for myself, and nobody else.