This document presents an analytical and experimental study on the behavior of cold-formed steel (CFS) channel sections under point loading. Finite element analysis was conducted using ANSYS to analyze CFS channel sections with various stiffener configurations. Experimental testing was also performed on CFS channel sections with and without stiffeners. The results found that CFS channel sections with rectangular stiffeners and lips had the highest load carrying capacity and lowest deformation compared to other section configurations based on both analytical and experimental analysis. In particular, the rectangular stiffened CFS channel section with a 30mm lip was found to have a load carrying capacity of 42.25kN and deformation of 3.06mm from experimental testing.