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Re: HSS thin gage section properties

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Here is a link for you to download the catalog. It has plenty of info.

Dilip I Patel, PE
ENCO Structural Engineers, Inc.
Columbia, MD 21046

On Monday, February 10, 2014 12:42 PM, Drew Morris <dmorris(--nospam--at)> 

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)>
> Sent: ‎Wednesday‎, ‎January‎ ‎29‎, ‎2014 ‎6‎:‎46‎
> ‎PM To: Seaint<mailto:seaint-seaosc(--nospam--at)>
> 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. <>
510 L Street, Suite 200 | Anchorage, Alaska 99501
Ph: (907)274-2236 | Direct: (907)270-2240 | Web:

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