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Re: Shear on rebar

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In a message dated 06/27/05 8:37:40 A.M. Pacific Standard Time, canderson(--nospam--at) writes:
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
Thanks in advance.

Candi Anderson, P.E. 
I will use the formula Vs = Avf x fy x m    found in the CBC 1911.7.4.1 to 1911.7.4.3. If you are not from California, use the formula found in ACI under the section Shear-friction.
Hope this will help.
AS Quilala Jr., P.E.