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Re: HSS thin gage section properties

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The welds will be flare groove with a weld leg matching the wall thickness.
On 2/8/2014 12:08 PM, T. William (Bill) Allen, S.E. wrote:
Just curious, but what kind of weld do you use on these thin walled
sections?

T. William (Bill) Allen, S.E.

From: Drew Morris<mailto:dmorris(--nospam--at)bbfm.com>
Sent: ‎Wednesday‎, ‎January‎ ‎29‎, ‎2014 ‎6‎:‎46‎
‎PM To: Seaint<mailto:seaint-seaosc(--nospam--at)mail-list.com>

I ended using the CFS program for the sections for now.  The actual
moments are much lower than the capacity even if I start making
corrections for the effective widths and section properties.

On 1/29/2014 2:50 PM, T. William (Bill) Allen, S.E. wrote:
Don't forget w/t ratios and possible resulting reductions when
calculating section properties.

T. William (Bill) Allen, S.E. (CA 2607)
A L L E N   D E S I G N S
Consulting Structural Engineers

Truncated 876 characters in the previous message to save energy.

--
*
Drew Morris, PE*| Project Engineer
BBFM Engineers, Inc. <http://www.bbfm.com/>
510 L Street, Suite 200 | Anchorage, Alaska 99501
Ph: (907)274-2236 | Direct: (907)270-2240 | Web: www.bbfm.com

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