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engineering

Beam Deflection Calculator

Calculate the maximum deflection of simply supported and cantilever beams under point or uniform loads.

Maximum deflection
0.2 mm
Maximum elastic deflection for the selected support and load case.
Second moment of area I
0.000004167 m⁴
Elastic modulus E
200 GPa

This uses idealized linear-elastic, small-deflection beam theory and ignores shear deformation, self-weight, and real end conditions. Verify critical structural designs with a qualified engineer.

How it works

  1. 1Choose the beam support and load case, the material, and the cross-section.
  2. 2Enter the load, span, and section dimensions to set the second moment of area I.
  3. 3Read the maximum elastic deflection, see the labeled diagram, and review the assumptions.

Use cases

  • Checking that a shelf, joist, or beam will not sag beyond an acceptable limit.
  • Comparing how span, material, and section depth affect stiffness.
  • Teaching the standard beam deflection formulas with live numbers and a diagram.

Frequently asked questions

What are the standard deflection formulas?

Simply supported with a central point load: δ = PL³/48EI. Simply supported with a uniform load: δ = 5wL⁴/384EI. Cantilever with an end load: δ = PL³/3EI. Cantilever with a uniform load: δ = wL⁴/8EI.

Why does span matter so much?

Deflection grows with the cube or fourth power of span (L³ or L⁴), so doubling the span increases deflection roughly 8 to 16 times. Increasing section depth, which raises I, is the most effective way to stiffen a beam.

Is this calculator suitable for structural design?

It is an educational estimate using idealized linear-elastic theory. It ignores shear deformation, self-weight, and real end fixity. Verify any load-bearing design with a qualified structural engineer and the governing code.

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