Compression tests on cold-formed angles loaded parallel with a leg

This paper describes a series of compression tests on cold-formed equal ang les with slender cross section. The angles were tested between pinned ends and loaded axially with eccentric load, which caused bending parallel with a leg. The test data are compared with the design rules of the Australian a nd American specifications for cold-formed and hot-rolled steel structures, as well as an ASCE standard. The rules of the specifications for cold-form ed steel structures are shown to be very conservative. The cause of the con servatism is explained and improved design rules are proposed.