Beam Deflection Calculator

Where the Load Sits Changes Everything About How Much a Beam Bends

The same total load produces wildly different deflection depending on how it's applied and how the beam is supported. A cantilever carrying a point load at its free end deflects roughly 16 times more than a simply supported beam of the same span carrying the same point load at midspan — not because the material is different, but because the boundary conditions change the governing equation entirely. This calculator applies the correct linear-elastic formula for four common beam and loading configurations.

The Formulas

Simply supported, point load at center: δ = (P × L³) / (48 × E × I)
Simply supported, uniform load: δ = (5 × w × L⁴) / (384 × E × I)
Cantilever, point load at free end: δ = (P × L³) / (3 × E × I)
Cantilever, uniform load: δ = (w × L⁴) / (8 × E × I)

P is a point load, w is a distributed load per unit length, L is the span, E is the modulus of elasticity, and I is the moment of inertia of the cross-section.

Same Load, Four Very Different Outcomes

Deflection for a 120 in (10 ft) steel span, E = 29,000,000 psi, I = 100 in⁴, with a total load of 1,000 lb applied as either a point load or an equivalent total uniform load
ConfigurationDeflection
Simply supported, point load at center0.0124 in
Simply supported, uniform load0.0078 in
Cantilever, point load at free end0.1986 in
Cantilever, uniform load0.0745 in

The cantilever point-load case deflects roughly 16 times more than the simply supported point-load case for identical span, material, section, and total load — a direct result of the cantilever having only one support instead of two.

Where This Gets Used

  • Checking serviceability limits — building codes typically cap allowable deflection as a fraction of span (e.g. L/360 for floors under live load), and this gives the raw deflection figure to compare against that limit.
  • Comparing section options — since deflection is inversely proportional to I, doubling the moment of inertia halves the deflection, which helps evaluate whether a deeper or wider section solves a deflection problem.
  • Early-stage sizing — a quick check before running a full structural analysis, useful for cantilevered balconies, shelving brackets, or simply supported joists.

How to Use This Calculator

  1. Choose Unit system — Imperial (in, psi, lb) or Metric (m, Pa, N).
  2. Choose Load Type — Simply Supported with a point load or uniform load, or Cantilever with a point load or uniform load.
  3. Enter Load, Span/Length, Modulus of Elasticity E, and Moment of Inertia I, using one consistent unit system throughout.
  4. Select Calculate to see the deflection.
Note: this is a linear-elastic estimate and does not account for shear deformation or material yielding.

Related Calculations

Check the load feeding into this beam with the Structural Load Calculator, or size a concrete pour with the Concrete Mix Calculator.