Beam formulas/Cantilever

Cantilever Beam with Uniform Distributed Load

Reactions, shear, bending moment and deflection formulas, with a live calculator.

wAL

A cantilever of length L is fixed at the left end (A) and carries a uniform load w over its full length.

Formulas

Reactions

Fixed-end reactions

Shear

Shear

Bending moment

Moment

Maximum moment

Deflection

Deflection

Maximum deflection

Slope at the free end

  • x is measured from the fixed support. Shear and moment are both largest at the wall.

Calculator

Loads act downward as drawn. Steel: E = 200 GPa. I in millions of mm⁴ (100 means 100 × 10⁶ mm⁴).

Reactions

  • RA = 15 kN
  • MA = -22.5 kN·m

Forces: + up. Moments: − hogging.

Maximum values

  • |V|max = 15 kN at x = 0 m
  • Mmax = -22.5 kN·m at x = 0 m
  • δmax = 2.531 mm at x = 3 m
  • L/δ = 1,185

Shear, moment and deflection diagrams

Shear force V (kN)
15 kN
Bending moment M (kN·m)
-22.5 kN·m
Deflection δ (downward) (mm)
2.531 mm

x is measured from the left end. Positive moment (sagging) plots above the axis. Need more loads or supports? Solve any beam with the full beam calculator.

How these formulas were checked

Every formula on this page is evaluated by the calculator above and was cross-checked numerically against PolyCalc's stiffness-method beam solver: reactions, shear and moment at dozens of points, and deflection by integrating the solver's moment diagram twice with the support conditions.

Other cantilever beam cases

More beam formulas

FAQ

What are the reactions for a cantilever beam with uniform distributed load?

The wall provides R = wL and a fixed-end moment M = wL²/2.

What is the maximum bending moment of a cantilever beam with uniform distributed load?

Mmax = wL²/2 at the fixed support.

What is the maximum deflection of a cantilever beam with uniform distributed load?

δmax = wL⁴/(8EI) at the free end. The slope there is wL³/(6EI).

What sign convention do these formulas use?

x is measured from the left end (from the fixed end for cantilevers and propped cantilevers). Loads act downward, reactions are positive upward, sagging moment is positive and deflection is positive downward. E is the elastic modulus and I the second moment of area of the section.

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