Robot Structural Analysis Pile Cap on 4 piles Analysis Finite Element 

The middle layer is not providing any useful values for design so make sure you use min/max values for outer layers. Also, pile caps behave differently than plates/shells so a strut and tie method is more appropriate than plate analysis.

How do you know the loads acting on those four piles respectively?

Why did you create 2 cases for Dead Load: DL1 and DL2? Both of them take into account the selfweight? I am new to Robot. Always used SAP2000. Any tip will help!

Does it design pile caps or pad footings based on negative punching shear? (cases where wind uplift overtakes self-weight and dead load)

hi there can you add in how to reinforced it, thanks

Give me link of this software

Which Software use for this

how can i find Elastic Coefficient KZ? pls help me out...