I received the book today, the new print in 2008.
Unfortunately, the example provided is applied for bending in one direction only. But I had solved this problem using Excel last week. Footing was considered in 100 slices and soil pressure in each slice is assumed to be constant along its thickness direction. A sum-up of the bending moment of each slice about the critical section will give Mu. In terms of the accuracy, 100 slices are acceptable.
Cheerio
Oversee