Good morning!
I was wondering if Concept applies the following section calculations when designing slab systems:
-ACI 318-11: 13.5.3 and 11.11.7
-ACI 318-14: 8.4.2.3 and 8.4.4.2
-ACI 318-19: 8.4.2.2 and 8.4.4.2
Each of these provisions deal with the moment transfer at slab-column connections, where a portion of the unbalanced moment is resisted in shear and the rest resisted in flexural reinforcement.