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RE: Shear on rebar

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Another approach might be to check the rebar using shear friction per ACI
318, section 11.7.4, and also check for concrete breakout capacity using
Appendix D. I'm not sure, offhand, what the AASHTO bridge design spec has to
say about this. You might also look in the bridge design standards of your
local DOT. States often have specific detailed guidance for this kind of
stuff that you won't find in AASHTO.

-----Original Message-----
From: Martin Li [mailto:mli(--nospam--at)tb-engr.com]
Sent: Monday, June 27, 2005 9:02 AM
To: seaint(--nospam--at)seaint.org
Subject: RE: Shear on rebar


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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