This document summarizes an experimental investigation comparing the buckling behavior of steel beams with plain webs and trapezoidal corrugated webs. Steel beams with a plain web and beams with 450 corrugated webs were tested under one-point loading. The moment capacities of the beams were compared. The beam with the corrugated web showed higher resistance to lateral buckling compared to the plain web beam. The corrugation angle was also found to influence the resistance to lateral buckling. Testing was conducted on the beams using a universal testing machine to determine the load-deflection behavior and failure loads of the different beam configurations.