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

RE: Anchor bolt cover

[Subject Prev][Subject Next][Thread Prev][Thread Next]
isn't that section referring to shear design?  i think mr. diviney was
talking about anchors loaded in pure tension - ubc 1923.3.2

have a good one

da 

*********************************
Randy,

According to UBC 1923.3.3, "In no case shall the edge distance be less than
four diameter".  Other design requirements are given in UBC 1923.

Thomas Hunt, S.E.
Duke/Fluor Daniel

* 
*   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