> For the complete documentation index, see [llms.txt](https://docs.enercalc.com/llms.txt). Markdown versions of documentation pages are available by appending `.md` to page URLs; this page is available as [Markdown](https://docs.enercalc.com/sel-faq/using-the-software/calculation-modules/retaining-walls/cantilevered-retaining-wall/calculation-of-factored-soil-p.md).

# Calculation of Factored Soil Pressures

How the Cantilevered Retaining Wall module calculates factored soil pressures for footing design.

## How does the module calculate factored soil pressures for footing design?

1. Using the service loads, the program solves for the eccentricity by dividing total the moment by the total vertical load.
2. Using the eccentricity and the footing dimensions, the program then determines which category the pressure distribution falls into, based on the extent of the pressure diagram and the location of the resultant.
3. Finally, based on the category determined above, the program calculates the toe and heel pressures. In this step, the program uses an effective factored vertical load of 1.4 times the service-level vertical loads. The factor of 1.4 is meant to be an approximation of a weighted average load factor for each of the contributing loads.


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