This paper presents the details of the test setup, and sample experimental results associated with a series of tests on pallet rack components. The pallet racks are frames consisting of beams and perforated columns connected through semi-rigid connections along one direction, and braced frames along the perpendicular direction. The paper discusses (a) stub column tests, which can account the interplay of the influences due to cold-work of forming, local buckling, and perforations on the axial load carrying capacity of uprights; (b) simply supported pallet beam tests, which can establish the flexural behavior parameters of the beams, such as yield moment, ultimate moment resistance, and the effective flexural rigidity; (c) pallet beam - to - column connection tests, which can determine the connection flexibility, and the moment capacity of the connections; (d) pallet beam in upright frame assembly tests, which simulate the beam conditions in the actual rack as closely as possible, and determine the allowable loads for the beams. Since the beams are connected to upright frames using the prototype end connections, the pallet beam in upright frame assembly test is deemed to capture the effects of end restraints on the load carrying capacity of beams. The experimental procedures described in this paper will be of interest to investigators and the manufacturers in the field of cold-formed steel racks.