ACI 318-19 §22.5

Concrete Beam Shear Design Example

Step-by-step RC beam shear design example per ACI 318-19 §22.5. Calculates concrete contribution Vc, determines required stirrup spacing, checks maximum spacing limits, and verifies the demand-capacity ratio.

Given Parameters

web width
effective depth
concrete strength
stirrup yield strength
factored shear at d from support
normalweight concrete

Calculation Steps

1. Concrete Shear Strength Vc

2. Check Stirrup Requirement

3. Design Stirrups (Ø12, 2 legs, Av = 226 mm²)

4. Maximum Stirrup Spacing (governs)

5. Verify with s = 270 mm

Demand / Capacity Ratio

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