This document discusses the effects of wind and seismic loading on spires through finite element analysis. It summarizes the modeling and analysis of a 100m steel spire with varying diameters. Modal analysis was conducted in ETABS to determine natural frequencies and mode shapes, which were validated against empirical calculations. The spire was then analyzed under wind loads according to different wind zones and seismic loads for Zone V. Results showed shear forces and bending moments decreased with height and wind speed, with seismic loads being much lower. Stresses were found to be within permissible limits. While the spire was found safe under wind loads, further fatigue analysis is needed due to failures of similar structures from fatigue in the past.