Continue to Site

Eng-Tips is the largest engineering community on the Internet

Intelligent Work Forums for Engineering Professionals

  • Congratulations KootK on being selected by the Eng-Tips community for having the most helpful posts in the forums last week. Way to Go!

Bearing Pressures for Rectangular Footings with Biaxial Uplift

Status
Not open for further replies.

willow2002

Structural
Feb 28, 2011
2
I'm look for this article by Kenneth E. Wilson. It was published in the February 1997 issue of the Journal of Bridge Engineering. If anyone has a .pdf of it, I'd really appreciate it.

Thanks
 
Replies continue below

Recommended for you

Thanks, but I wanted to look at the full paper. I found most of it on the web, but a few pages are missing. We analyze existing foundations and most will have the eccentricity outside the kern.
 
Sorry, I don't have that paper. I used the equation from "Structural Foundation Designer's Manual", 2006, by Curtin, Shaw, Parkinson & Goldin. It is a great reference.
 
Status
Not open for further replies.

Part and Inventory Search

Sponsor