I am using RAM Concept to design a RC two-way slab per ACI 318-14. It has edge beams at the corner of the slab. Per ACI 318 sect. 8.7.3, I need corner restraint in slabs. Does Ram Concept design those bars (if the edge beams are stiff enough alpha f > 1 per ACI 318 8.7.3.1)? Thanks.
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