When replacing floor joists, is it important to ensure all timbers are the same grade? Obviously if the load requirements call for c24 then using c16 would be foolish, but is there any harm in putting c24 in the mix if the other joists are c16? I'm just wondering whether the increased stiffness would somehow focus load onto the supporting walls in a detrimental way...
Fwiw, this is in service of a bathroom refit with a pretty bad woodworm problem. Most of the joists can simply be treated, but two or three are too far gone. The joists are 47x175x4200mm w/spans between 260mm and 380mm.