Cantilever Beam Deflection Calculator

Calculate cantilever beam displacement and support bending moments for mechanical brackets, balcony beams, diving boards, and structural overhangs.

Downward vertical point load at the free cantilever tip in Newtons.

Clear span of the beam from fixed support to tip.

Material stiffness (e.g. 200 GPa = 200e9 for Structural Steel, 70 GPa = 70e9 for Aluminum).

Cross-sectional area moment of inertia I = (b·h³)/12 for a rectangular beam.

How it works

Under classical beam bending mechanics, the maximum deflection occurs at the unsupported tip and is proportional to the cube of beam length ($L^3$).

Formula

δ_max = (F L^3 / 3 E I), M_max = F × L

Computes elastic beam bending deflection proportional to the cube of span length and inversely proportional to flexural rigidity (E·I).

SymbolVariableUnitDescription
FApplied end forceN
LCantilever beam lengthm
EYoung's Modulus of elasticityPa
IArea second moment of inertiam⁴
δ_maxMaximum displacement at free endm

Worked example

5,000 N point load on a 2m steel beam (E = 200 GPa, I = 8.33e-5 m⁴)

Force:
5,000 N
Length:
2 m
E:
200 GPa
I:
8.33e-5 m⁴

δ_max = (5000 × 2³) / (3 × 200e9 × 8.33e-5) = 40000 / 49980000 = 0.000800 m (0.800 mm). Maximum bending moment at root = 10,000 N·m.

Limitations

Does not account for shear deformation (Timoshenko beam effects for deep, short beams) or plastic yielding beyond material yield strength.

Frequently asked questions

What is Young's Modulus (E)?

Young's Modulus measures a material's intrinsic mechanical stiffness (resistance to elastic deformation under axial tension or compression). Structural steel is typically 200–210 GPa, aluminum is ~70 GPa, and titanium is ~110 GPa.

How do I calculate the moment of inertia (I) for a rectangular beam?

For a rectangular section with width b and height h, the second moment of area about the neutral axis is I = (b × h³) / 12.

Why does length have such a dramatic impact on beam deflection?

Deflection scales with the cube of length (L³). Doubling the beam length increases its end deflection by 2³ = 8 times under the same load.

Last reviewed: 2026-08-22.