One-Way Slab Design Limits.

• The minimum slab thickness is controlled and reported automatically according to Codes.

International Design Codes

ACI 318-19 : One-Way Slab Design Limits per ACI 318-19 with ideCAD

TSC 2018 :

Symbols in ACI 318-19

h = overall thickness, height, or depth of member, in.
l = span length of beam or one-way slab; clear projection of cantilever, in.
f_y = specified yield strength for nonprestressed reinforcement, psi

Next Topic

One-Way Slab Required Strength.

Related Topics

• One-Way Slab Design Limits per ACI 318-19 with ideCAD

• One-Way Slab Design Strength.

• One-Way Slab Reinforcement Limits.

• One-Way Slab Reinforcement Detailing.

• Two-Way Slab Design.