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Area of One Leg of Closed Stirrup given Shear Reinforcement Area Calculator

Formula:

\[ A_t = \frac{\left(\frac{50 \times b_w \times s}{f_y}\right) - A_v}{2} \]

mm
mm
N/mm²
mm²

1. What is Area of One Leg of Closed Stirrup?

Definition: This calculation determines the required cross-sectional area for one leg of a closed stirrup based on beam dimensions and material properties.

Purpose: It helps structural engineers design proper shear reinforcement in concrete beams to prevent shear failure.

2. How Does the Calculator Work?

The calculator uses the formula:

\[ A_t = \frac{\left(\frac{50 \times b_w \times s}{f_y}\right) - A_v}{2} \]

Where:

  • \( A_t \) — Area of one leg of closed stirrup (mm²)
  • \( b_w \) — Width of beam web (mm)
  • \( s \) — Stirrup spacing (mm)
  • \( f_y \) — Yield strength of steel (N/mm²)
  • \( A_v \) — Shear reinforcement area (mm²)

Explanation: The formula calculates the minimum required area for one leg of a closed stirrup to provide adequate shear reinforcement.

3. Importance of Stirrup Design

Details: Proper stirrup design ensures structural integrity by preventing shear cracks and maintaining beam stability under load.

4. Using the Calculator

Tips: Enter beam web width, stirrup spacing, steel yield strength, and shear reinforcement area. All values must be > 0.

5. Frequently Asked Questions (FAQ)

Q1: Why is the area divided by 2 in the formula?
A: Because the total shear reinforcement is typically provided by two legs of the stirrup.

Q2: What's a typical yield strength for reinforcement steel?
A: Common values are 250 N/mm² for mild steel and 415-500 N/mm² for high yield steel.

Q3: How does stirrup spacing affect the design?
A: Closer spacing requires smaller stirrup area, while wider spacing requires larger area.

Q4: What if my calculated area is negative?
A: This indicates the shear reinforcement area is excessive for the given parameters.

Q5: Does this calculation account for safety factors?
A: The formula includes built-in safety factors per standard design codes.

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