Good morning guys!
This is kind of related to thread255-277625.
A young engineer in our company is designing a retaining wall in California for DSA, and we have to include lateral earth pressure due to earthquake (AKA seismic increment). He asked me how to input the Fp of the wall in Enercalc...
We have a DSA plancheck comment that insists on the fact that the overall sliding of the building is reduced at areas where we have stepped footings.
Our geotechnical engineers disagrees with the plan checker, but Mr plan checker is asking him to prove via existing publication that there is no...