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RE: steel coupons

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Drew,

See ASTM A370 for guidance. The samples should be taken from the
flanges.

Bill Scott 

-----Original Message-----
From: Drew Morris [mailto:dmorris(--nospam--at)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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