The development of limit state design, based on partial safety factors, since 1953 is surveyed. At present, the limit state revolution is almost complete: permissible stress design is still in use, but most new Cosdes worldwide are based on the partial factor approach and it forms the basis of all the new draft structural Eurocodes. Statistical and probability theory, partial factors,
... [Show full abstract] calibration, problems with numbers, and other issues are discussed.