I found something in:
ASCE 7-10 / 12.13.6.5-1
--> The anchor shall be designed to resist moments, axial and shear forces induces by the seismic forces including overstrength factor.
Hi,
I'm currently dealing with the seismic design of piles for a tower according to ASCE 7-10 and ACI 318-08. The tower foundation system consists of a general raft with concrete piles underneath.
My question is about the use of the overstrength factor:
Should I apply this factor for the...