Return to index: [Subject] [Thread] [Date] [Author]

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)
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.


******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at: http://www.seaint.org/list_FAQ.asp
* * This email was sent to you via Structural Engineers * Association of Southern California (SEAOSC) server. To * subscribe (no fee) or UnSubscribe, please go to:
*
*   http://www.seaint.org/sealist1.asp
*
* Questions to seaint-ad(--nospam--at)seaint.org. Remember, any email you * send to the list is public domain and may be re-posted * without your permission. Make sure you visit our web * site at: http://www.seaint.org ******* ****** ****** ****** ******* ****** ****** ********