Do foundations need to be designed for Overstrength?
Typically, ASCE 7 does not require overstrength to be used for foundation design. When designing elements supporting discontinuous walls or frames, overstrength is typically provided for the design of the connections to the foundation but not taken into the foundations. One notable exception is in ASCE 7 Section 12.2.
What is Overstrength in seismic design?
The overstrength, which is specified as member or structural capacity, is usually defined using overstrength factor, which may be defined as the ratio of maximum base shear in actuel behavior to first significant yield strength in structure.