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Symbols
h= overall thickness, height, or depth of member, in.
l= span length of beam or one-way slab; clear projection of cantilever, in.
fy = specified yield strength for nonprestressed reinforcement, psi
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Download ideCAD for ACI 318-19 |
Design limits
Minimum Slab thickness
The minimum slab thickness is controlled automatically according to Table 7.3.1.1. If calculated deflection limits of 7.3.2 are satisfied, the minimum slab thickness condition is not controlled.
Support Condition | Minimum slab thickness, h |
|---|---|
Simply supported | l/20 |
One end continuous | l/24 |
Both ends continuous | l/28 |
Cantilever | l/10 |
For fy other than 60,000 psi, the expressions in Table 7.3.1.1 are multiplied by (0.4 + fy/100,000).
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It’s automatically designed according to Strength Reduction Factors per ACI 318-19 with ideCAD.
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Download ideCAD for ACI 318-19 |