I am trying to model lateral loaded pile in sap2000 using nonlinear spring to define p-y curve for soil but i have a different results than L-pile when i compared the moment and shear , if there is any reference to model piles on sap2000 or any other FE Software to make sure the model is correct it will be great
@@kushaal007 from define panel, section properties, link support properties, from link / support type chose nonlinear The value of the curve is from reese book