Hello,
I am working on a Pile-Cap design for 5 pile group. Since the pile cap is not loaded concentrically, I have modeled this using SAP2000. For the design of pile cap, I need to obtain the 2 way shear forces or stress from the results. I understand that V13 and V23 are results for one way...
Hello,
I have been looking to find design examples for the pile cap of a 3 pile group, but could not find any. Is there anyone who could help me find one or give tips on how to design this peculiar triangle shaped cap.
Thank you!