10-31-2010, 01:24 PM
You can check the nodal displacement in ETABS (global X, Y and Z direction). I do not recommend ETABS for checking slab deflection. Use SAFE.
The limit of deflection is depends on your code requirements.
Hope I answered your question.
Regards,
The limit of deflection is depends on your code requirements.
Hope I answered your question.
Regards,