- Soil PY curves may be automatically generated or externally generated curves may be used
- The pile may be divided into any number of sections, each with either a fixed flexural rigidity, or for circular or rectangular reinforced concrete sections, a calculated rigidity, based on the section properties, applied bending moment and axial load, and the concrete tensile strength and modulus.
- The flexural stiffness of reinforced concrete sections is based on the method specified in Eurocode 2, and includes the effects of tension stiffening, loss of tension stiffening, and shrinkage and creep.