Connections in cold-formed steel structures using multiple press joins
can develop moment resistance. This paper describes and presents the
results of a series of rests on cold-formed steel C sections with mult
iple press joined connections. The experimental results are compared w
ith similar tests on simply supported and pinned end connected beams a
nd the degree of partial fixity is assessed The failure load can be pr
edicted using plastic analysis techniques. (C) 1998 Elsevier Science L
td. All rights reserved.