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

Shear on rebar

[Subject Prev][Subject Next][Thread Prev][Thread Next]
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
Thanks in advance.

Candi Anderson, P.E.  

******* ****** ******* ******** ******* ******* ******* ***
*   Read list FAQ at:
*   This email was sent to you via Structural Engineers 
*   Association of Southern California (SEAOSC) server. To 
*   subscribe (no fee) or UnSubscribe, please go to:
*   Questions to seaint-ad(--nospam--at) 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: 
******* ****** ****** ****** ******* ****** ****** ********