Recent content by kaf21

That is the same section and page I was looking at.  To me it does appear to go into detail about the method for e greater than B/6 other than stating negative soil pressure will result.  Either way, I believe eccentric loading of a footing like this would always have a triangular load.

Just send you my email.  Thanks.

What section of the CERM are you looking at for if located outside of B/6?  The CERM that I have does not go into detail about e greater than B/6?

This is the equation I was thinking of.

rfehr613:  I have noticed the same errors as you as well.  I had the same concern for 516 and 521.  How are we suppose to know that the test makers want us use a Cb = 1.0 rather than actually calculating it?  I have seen similar things in other practice exams where they will ask for lightest...

Does anyone have the Errata for the 2008 and 2011 Civil NCEES PE exams?  I am looking for the general civil morning and the structural afternoon.

Does anyone have the Errata for the 2008 and 2011 Civil NCEES PE exams?  I am looking for the general civil morning and the structural afternoon.  Link above is no longer valid.