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RE: HSS thin gage section properties

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	Bill,
		Many years ago when I worked with HVAC installers they MIG'd strut 
together for hangers and ducts to strut hangers. I don't remember the wire 
size. Welds were usually a 1/8" fillet, but often had a flare bevel to fill 
 the bend with a 1/8" fillet reinforcement. I only saw one instance of 
blow-through in over a year of inspections. HTH, Jim Getaz Precast Concrete 
 Engineer - Now

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On 
Behalf Of T. William (Bill) Allen, S.E. Sent: Saturday, February 08, 2014 
4:08 PM To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] HSS thin gage section properties

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 849 characters in the previous message to save energy.

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