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Engineering

Beam Deflection Calculator

Estimate max deflection for a simply-supported beam with center load.

Last validated: 2026-02-14

Beam Deflection Calculator estimates maximum bending deflection for common support and loading cases. Beam deflection depends on load, span length, elastic modulus, and second moment of area. Elastic modulus describes material stiffness, while the second moment of area describes how strongly the cross-section resists bending; a deeper beam can be much stiffer even with the same material. Support conditions such as simply supported or cantilevered change the shape and magnitude of deflection, and point loads behave differently from distributed loads. This calculator is useful for mechanics education and preliminary design screening, but structural work should also check stress, buckling, connections, serviceability limits, load combinations, and applicable codes.

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Input Pattern

Enter values in the left panel, keep units explicit, run the calculation, then copy or share the result. Invalid fields are highlighted immediately.

Beam Deflection Inputs

Simply supported beam with center point load: delta = PL^3/(48EI)

Result

Max deflection: 0.0001041667 m

How to use this tool

  1. Enter Load P (N), Span L (m), Elastic modulus E (Pa), Second moment I (m^4) for the beam deflection calculator, keeping units, dates, or text format consistent with the form labels.
  2. Confirm all units and known variables before running the calculation so the formula is applied consistently.
  3. Click "Run the tool" and review Beam Deflection Inputs, Result for the primary output.
  4. Verify units and assumptions, especially before using the result for design, lab, or safety-sensitive work.

Worked Example

Auto-generated from the tool's current default or entered inputs.

Example Inputs

  • Load n: 1000.0
  • Span m: 2.0
  • Elastic modulus pa: 200000000000.0
  • Second moment m4: 8.0e-06

Expected Outputs

  • Load n: 1000
  • Span m: 2
  • Elastic modulus pa: 200000000000
  • Second moment m4: 0.000008

Interpretation

Confidence and limitations

Formula References

Assumptions

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Structural analysis resources

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