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  1. siham0700

    Transfer Loads From Etabs to Safe

    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...
  2. siham0700

    Crack analysis in safe

    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...
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