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Re: HSS thin gage section properties

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Caught me for not following the post adequately. Obviously not, but I have seen it lately on some drawings that I've been reviewing. :-)

Neil

On 2/11/2014 8:06 AM, T. William (Bill) Allen, S.E. wrote:
...and AISI permits welds thicker than the thinnest part joined?

T. William (Bill) Allen, S.E. (CA 2607)
A L L E N   D E S I G N S
Consulting Structural Engineers
33171 Paseo Cerveza, Suite 221
San Juan Capistrano, CA 92675
V (9C49) 248-8588 • C (949) 374-1536
www.AllenDesigns.com

-----Original Message-----
From: seaint-seaosc(--nospam--at)mail-list.com [mailto:seaint-seaosc(--nospam--at)mail-list.com] On
Behalf Of nma Sent: Tuesday, February 11, 2014 7:53 AM
To: seaint-seaosc(--nospam--at)mail-list.com
Subject: Re: [SEAINT-SEAOSC] HSS thin gage section properties

I think that the welding requirements would be from AISI not AISC.

Neil


Truncated 622 characters in the previous message to save energy.

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