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Hi Sami, Overlap shouldn't be a big issue. I would suggest that you do a manual calc and compare weights. I am very confident that your numbers would match with ETABS. For the questions: Please see this: The last comment on the thread address when to consider and when to ignore torsion. For interior beams, torsion can be ignored safely. For edge beams, ignoring torsion would result in higher deflection of slab. Please do ask any follow up questions should you have any. Thanks.