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Beam Flexural Bending Stress & Section Modulus Calculator

The flexure formula computes bending stresses produced in structural members subjected to transverse transverse loads and moments.

Maximum internal bending moment in kilonewton-meters.

Cross-sectional width in millimeters.

Cross-sectional depth/height in millimeters.

Calculated Result
20 MPa

Maximum Flexural Bending Stress (σ_max)

Maximum Bending Stress (σ_max)

20 MPa

Elastic Section Modulus (S)

2250 cm³

Area Moment of Inertia (I)

33750 cm⁴

Neutral Axis Depth (y)

150 mm

Calculation Breakdown

  1. Neutral Axisy = h / 2 = 300 / 2 = 150 mm
  2. Section ModulusS = (b × h²) / 6 = 2250 cm³
  3. Flexural Stressσ = M / S = 20 MPa

Bending Stress vs Beam Height (M = 45 kN·m, b = 150mm)

Interactive visualization based on your current inputs

Stress (MPa)
0.011233445200 mm250 mm300 mm350 mm400 mmBeam Depth (mm)Stress (MPa)

What Is the Beam Flexural Bending Stress & Section Modulus Calculator?

The flexure formula was developed by Claude-Louis Navier in 1826 and governs the design of beams in buildings, bridges, and machines.

How Does the Beam Flexural Bending Stress & Section Modulus Calculator Work?

Applied transverse loads create internal bending moments. Material fibers above the neutral axis contract under compression, while fibers below stretch under tension.

Beam Flexural Bending Stress & Section Modulus Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

\sigma_{\text{max}} = \frac{M \cdot y}{I} = \frac{M}{S}, \quad S = \frac{b \cdot h^2}{6}

Maximum outer fiber stress equals bending moment M divided by elastic section modulus S.

How to Use the Beam Flexural Bending Stress & Section Modulus Calculator

  1. Enter design maximum bending moment in kN·m.
  2. Specify beam rectangular cross-section width and depth in mm.

Step-by-Step Example Calculation

Glulam Timber Beam Bending

Input Values:

bendingMoment:45.0
beamWidth:150.0
beamHeight:300.0
Worked Steps: Subjecting a 150 × 300 mm beam (S = 2250 cm³) to 45 kN·m produces a maximum outer fiber bending stress of 20.00 MPa.

Understanding Your Result

Maximum Bending Stress: Extreme fiber stress in MPa.

Section Modulus: Geometric resistance capacity in cm³.

Neutral Axis: Mid-depth centroid line.

Factors That Affect the Result

  • Beam depth (has a quadratic effect on strength and cubic effect on stiffness).

When Should You Use This Calculator?

  • Structural steel floor beam design, residential timber joist sizing, and concrete lintel reinforcement verification.

Assumptions & Limitations

  • Assumes homogeneous linear-elastic material adhering to Bernoulli-Euler plane-sections hypothesis.

Frequently Asked Questions

Calculation Accuracy & Reference Note

Standard mechanics of materials flexure equation with exact precision.

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