According to 7.2.1, design of the nonprestressed one-way slabs reinforced for flexure is are designed with considering of slab openings, voids, and effects of concentrated loads.
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Design properties for concrete and steel reinforcement are considered according to Concrete and Reinforcement Materials per ACI 318-19 with ideCAD.
Connection to other members
Slab-column joints is are designed for cast-in-place structure automatically, according to Chapter 15.
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