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RE: Shear on rebar

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For typical rebar without threads, I'd recommend using the note the bottom of Table I-D on p. 4-5 of the '89 AISC Specification which allows 0.22*Fu.

 

 

BDH

 

 

-----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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