ACI 318-19 §22.2

Concrete Beam Flexure Design Example

Step-by-step concrete beam flexure design example per ACI 318-19 §22.2. Covers effective depth, required Asreq using the ρ formula, Whitney stress block, φMn capacity, and demand-capacity ratio (DCR).

Given Parameters

beam width
total depth
concrete strength
steel yield strength
factored moment
reinforcement

Calculation Steps

1. Effective Depth

2. Required Reinforcement Area

3. Check Provided Steel

4. Flexural Capacity φMn

Demand / Capacity Ratio

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