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Re: Shear on rebar

[Subject Prev][Subject Next][Thread Prev][Thread Next] 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)

-----Original Message-----
From: Candi Anderson [mailto:canderson(--nospam--at)]
Sent: Monday, June 27, 2005 10:32 AM
To: seaint(--nospam--at)
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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