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  1. Ali Khizer
    AoA. While designing a slab I have observed that etabs 2016 gives comparatively higher area of steel whereas safe 2016 gives lesser areas. I have made the model in etabs and directly exported the story in safe to design the slab. I have kept the property modifier as 0.25 for slab in bending in etabs. Given the fact that I have exported the file the the section properties and modifers need to be similar in safe as that of etabs. Can anyone help me why is there such difference in reinforcement for both software? Here are the models in etabs and safe if it could help. SAFE.rar ETABS.rar
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