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...
Thank you TehMightyEngineer!
I was wanting to look at how the reinforcement detailing is done in case of the 3 pile cap. I understand from the design guide, that the steel shall be placed three ways. Is there a traditional procedure that is followed for this design?
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!