eccentrically loaded single foundation 3

[mats12]

I have an eccentrically loaded single foundation (sketch bellow). A column is on the edge of foundation since there is an existing structure right next to it. I want to calculate contact pressures under a foundation in point 1, 2, 3 and 4. I havent done this in years and I cant find my equations...Any help?
thanks.

 

[DETstru]

Here are the pages if you don't have the book:

Though I highly recommend buying it. I use it once or twice a month.
It's a very well put together text.

 

[mats12]

DETstru and KootK thank you very much, I appreciate it.