This document discusses the load bearing capacity and settlement of triangular screw piles based on design parameters. It presents the results of a finite element method (FEM) analysis that models different screw pile geometries to compare the effects of varying the helical pitch. The analysis found that a screw pile with a triangular thread and 80mm pitch had the maximum load bearing capacity and minimum settlement compared to models with 60mm and 45mm pitch. The maximum deformation was 0.03781m and stresses were highest at the pile tip, reaching 1.0865e6. Piles with a smaller pitch of 45mm had less sliding than those with a larger 10mm pitch, indicating that a smaller helical pitch improves load transfer and reduces settlement.