S-FOUNDATION - Pile Forces, Stresses, Deflections, and Moments

S-FOUNDATION uses nonlinear ground springs to simulate the varying soil stiffness (PY, QZ and Tz curves) along the soil profile depth. The analysis results accurately determine forces, stresses, deflections, and moments within individual piles and compares them to design code requirements. We show how both graphical and numerical formats can display detailed code check results.

For more information, please visit: https://www.altair.com/s-foundation