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RE: Shear on rebar

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Shear = 0.17 x Fu x Nominal Area  (per AISC ASD) 

Martin

-----Original Message-----
From: Candi Anderson [mailto:canderson(--nospam--at)mercadoeng.com]
Sent: Monday, June 27, 2005 10:32 AM
To: seaint(--nospam--at)seaint.org
Subject: Shear on rebar

Does anyone know what allowable shear one would use when designing a
connection between two separate members?  I'm using A615 rebar to anchor
a prestressed beam to an abutment and am designing for lateral stream
forces. 
Thanks in advance.

Candi Anderson, P.E. 




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