<![CDATA[Cold rolled steel (cold formed steel) is very often used in the field of construction in today's era.However, in its use there are several drawbacks in the use of cold-formed steel, including a thin profileand problematic joints. Especially in the cantilever structure, it is necessary to analyze because themaximum deflection that occurs in the cantilever structure has a greater value than the simple supportedbeam structure. This study aims to study the effect of load on deflection in each type of cold rolled steelbeam-column connection. The results of this study were obtained for the average maximum load that canbe resisted at the screw connection variation is 1.26 kN, the screw-gusset plate connection is 1.43 kN, thescrew-angle cleats connection is 1.92 kN, and at the screw-plate gusset-angle cleats connection is 1.60 kNand for the average value of the deflection that occurs at the maximum load on the screw connection is28.67 mm, at the screw-plate gusset connection is 58.99 mm, the deflection at the screw-angle cleatsconnection is 22.44 mm, and the deflection at the screw-plate gusset-angle cleats connection is 49.67 mm.From these data, it was found that the experimental load-deflection value relationship did not reach theanalytical load-deflection value. At the screw connection the damage that occurs is a tear in theconnection plate (tear out), at the gusset plate connection the damage that occurs is the collapse of thegusset plate, at the screw-angle cleats connection the damage that occurs is 2, where the damage startswith a tear in the connection plate ( tear out) and followed by damage to the screw that was damaged pullout (pull out)]]>
