ConcreteDesignPy
v0.3 | NSCP 2015 / ACI 318-19
APEC Internal Tool — Albert Pamonag Engineering Consultancy — For reference only. All results must be verified by a licensed professional engineer.
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Column Minimum Flexural Strength Check
NSCP 2015 Section 418.7.3
Column Moment Capacities
Mn col top (kN-m)
Mn col bottom (kN-m)
Beam Moment Capacity
Mn beam total (kN-m)
Required ratio
Check
Results