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RE: Shear on rebar

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Using lower value of either allowable bond/concrete capacity or allowable
steel strength for the connection.



-----Original Message-----
From: Jordan Truesdell, PE [mailto:seaint1(--nospam--at)truesdellengineering.com]
Sent: Monday, June 27, 2005 11:15 AM
To: seaint(--nospam--at)seaint.org
Subject: Re: Shear on rebar

Its worth mentioning that A615 requires the tensile strength of grade 60
bar to be 90ksi. A706 bars (grade 60) have a tensile strength of 80ksi.

Martin Li wrote:

>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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