The approach of European and North American Design Code rules for design of lapped joints of reinforcing bars within a bundle differ markedly, with the former permitting the same or shorter laps with respect to laps of individual bars, while the other requires longer laps. This paper reports an experimental in- vestigation to evaluate performance of lapped joints in which individual reinforcing bars within a bundle of two or three bars are lapped. The results show that it is not necessary to increase lap lengths of individual bars within a bundle, and that failure is less brittle where lap joints confined by links are staggered longitudinally, whether the lap is between individual bars or is of one bar in a pair or bundle. The outcome does, however, question the validity of the reductions permitted in EC2 for staggering laps, and suggests that it would be prudent to suspend use of the α6 reduction factor for proportion of bars lapped at a section pending more tho- rough investigatio
