I always export transfer slabs from etabs to safe and it is easy, actually I've never done that on RAM specially if the slab is Ordinary cast in place type ,
I suggest you to tray it first and make sure every thing exactly as you are expecting before taking any action .
note:
-If slabs mesh on...
Do any one knows how SAFE apply crack analysis on slabs design, I did a sample calculations at the maximum deflection area in slab;
I calculate Mcr using modulus of rupture where Mcr= Fr*Ig/Yt , Fr=0.62*(sqr root of Fc')
found that Ma (From total DL+LL) < Mcr...thus mean that Ig will be used...
