See ASTM A370 for guidance. The samples should be taken from the
flanges.
Bill Scott
-----Original Message-----
From: Drew Morris [mailto:dmorris@bbfm.com]
Sent: Friday, July 11, 2008 9:28 AM
To: SEAINT
Subject: steel coupons
We have a project where we need to verify the yield stress of a steel
moment frame for a premanufactured building. How big of a plate should
be taken? Is there any available guidelines other than to take it from
the web?
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