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Two-Way Slab Design Limits.

The minimum slab thickness is controlled and reported automatically according to Codes for flat slabs.

The minimum slab thickness is controlled and reported automatically according to Codes for beam-to-slabs.

International Design Codes

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

TSC 2018 : Punching Shear Stress at Critical Section (7.11.8)

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Two-Way Slab Required Strength.

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