Roymech engineering encyclopedia

Uniformly Distributed Load Beam Calculator (UDL)


Use this beam calculator to analyse a simply supported beam under a uniformly distributed load (UDL). It calculates reactions, shear force, bending moment, and beam deflection at any position along the span. This tool is ideal for structural engineers, mechanical engineers, and students performing beam calculations quickly and accurately, with results available in both metric and imperial units.

This beam calculator supports both metric and imperial units and allows mixed unit inputs without requiring manual conversion. You can enter values in different unit systems using the dropdown selectors, and the calculator will automatically handle all conversions, ensuring accurate and efficient results.

✓ Supports Metric & Imperial (Mixed Inputs Allowed)

Beam Diagram

Simple Beam Uniformly Distributed Load

Outputs in Metric and Imperial

R = VMax  ..... Reaction force and shear force equation ..... ..... lbf
Vx  ..... shear force at point x ..... ..... lbf
Mmax (at the centre) ..... Max moment equation ..... ..... lbf in
Mx  ..... Moment at point of interest x equation ..... ..... lbf in
Δx  ..... Deflection point x equation ..... ..... in
Δmax(at the centre) ..... Maximum Deflection equation ..... ..... in

Enter Forces, Distances, Youngs Modulus & Moment of Inertia

How to use the Calculator:

Using the input boxes enter forces, distances, Youngs Modulus & moment of inertia. Choose your units & press the calculation Reaction, Shear Forces, Moments & Deflections button. Outputs in metric and imperial. The beam diagram shows the notation.

Tip: You can mix metric and imperial units — no manual conversion required.


Example Calculation

The following example demonstrates how to calculate reactions, shear force, bending moment, and deflection for a simply supported beam with a uniformly distributed load.

Given:

  • Beam length (L) = 5 m
  • Uniformly distributed load (w) = 50 N/m
  • Young’s modulus (E) = 200 GPa
  • Second moment of area (I) = 8.0 × 10-6 m4

Step 1: Calculate support reactions

For a simply supported beam with a uniformly distributed load, the reactions at both supports are equal:

Reaction at each support = (w × L) / 2

= (50 × 5) / 2 = 125 N

Step 2: Maximum bending moment

The maximum bending moment occurs at the centre of the beam:

M = (w × L²) / 8

= (50 × 5²) / 8 = (50 × 25) / 8 = 156.25 Nm

Step 3: Maximum deflection

The maximum deflection for a simply supported beam with a UDL occurs at midspan:

δ = (5 × w × L⁴) / (384 × E × I)

= (5 × 50 × 5⁴) / (384 × 200 × 109 × 8.0 × 10-6)

= (5 × 50 × 625) / (384 × 200 × 109 × 8.0 × 10-6)

≈ 0.00254 m (2.54 mm)

Summary:

  • Support reactions = 125 N (each)
  • Maximum bending moment = 156.25 Nm
  • Maximum deflection ≈ 2.54 mm

Frequently Asked Questions

What is a uniformly distributed load (UDL)?

A uniformly distributed load (UDL) is a load that is spread evenly along the length of a beam. It is usually expressed as force per unit length (e.g. N/m or lb/ft) and is commonly used to represent loads such as weight, pressure, or evenly distributed materials.

What does this beam calculator calculate?

This calculator determines support reactions, shear force, bending moment, and beam deflection for a simply supported beam with a uniformly distributed load. Results can be calculated at any point along the beam.

What units can I use in the calculator?

The calculator supports both metric and imperial units. You can input values such as length, force, and material properties in your preferred unit system, and the results will be displayed accordingly.

What is beam deflection?

Beam deflection is the amount a beam bends or displaces under load. It depends on factors such as the applied load, beam length, material properties, and the moment of inertia of the beam section.

What factors affect beam deflection?

Beam deflection is influenced by the magnitude of the load, the span length, the material's Young’s modulus (stiffness), and the moment of inertia of the beam cross-section. Increasing stiffness or reducing load and span will reduce deflection.

See Also