Nov 15, 2021 #1 A_9_9 Geotechnical Joined Nov 8, 2021 Messages 5 Location US While modeling the group of piles in Ensoft Group Pile software, do we need to add the dead load of pile cap into the axial load input or is that calculated by the program based on pile cap dimensions we provide?
While modeling the group of piles in Ensoft Group Pile software, do we need to add the dead load of pile cap into the axial load input or is that calculated by the program based on pile cap dimensions we provide?