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  1. Can Any provide guidance on designing a 14-story building in Etabs using flat slabs with a thickness of 30 cm? What checks are necessary for flat plate slab buildings? Also, how can I check the punching shear of slabs at column locations? If you have a reference file, please share it with me.
  2. how yo use ACI 314 in concrete design ? how to take advantage from these code ? can someone guide me please?
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