One-Way Slab Design per ACI 318-19 §7

According to 7.2.1, the nonprestressed one-way slabs reinforced for flexure are designed considering slab openings, voids, and effects of concentrated loads.

Materials

Design properties for concrete and steel reinforcement are considered according to https://idecad.atlassian.net/wiki/spaces/IKP/pages/1547764884.

Connection to other members

Slab-column joints are designed for cast-in-place structure automatically, according to Chapter 15.