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Re: HSS

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Thanks for your help


-----Original Message-----
From: BILL PULYER <WPULYER(--nospam--at)steelfab-inc.com>
To: 'seaint(--nospam--at)seaint.org' <seaint(--nospam--at)seaint.org>
Date: Thursday, August 03, 2000 9:25 AM
Subject: RE: HSS


>David,
>
>It is in the AISC "Specification fot the Design of Steel Hollow Structural
>Sections" section 1.2.2
>
>William Pulyer PE
>Charlotte, NC
>
>> -----Original Message-----
>> From: PEC - Lake City [SMTP:pec(--nospam--at)isgroup.net]
>> Sent: Thursday, August 03, 2000 8:52 AM
>> To: Seaint
>> Subject: HSS
>> 
>> I know that there is a design factor (0.93?) used to account for the
>> actual
>> dimensions of HSS members as opposed to their theoretical dimensions,
>> however I can't remember where it is specified.  Can someone refresh my
>> memory?
>> 
>> Thanks in advance,
>> David Finley, P.E.
>> 
>> 
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