Can we use 50mm embedment for M10 rebar with HIT RE500v3?

I did try to run to Profis Software the maximum tension Capacity of M10 rebar with HIT RE500v3 at 50mm embedment, however it is prompting that this is outside values (minimum is 60mm). However, since the connection would be an overlay (slab), this might need a different approach as compared to what I did previously. With that, may I confirm if we could allow a 50mm embedment on this connection? see details below