Beam Load Calculator

Calculate the maximum bending moment, shear, and deflection for a simply-supported beam under a uniformly distributed load.

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Enter your beam's span, load, and section properties to find its maximum bending moment, shear, and deflection — for preliminary estimates only.
200 GPa for structural steel, ~30 GPa for concrete, ~11 GPa for typical structural timber.
Get this from your beam section's properties table (depends on its shape and size).

Your result

2.083

Max deflection

Max bending moment20
Max shear force20

AI explanation

Formula

M = wL²/8; V = wL/2; δ = 5wL⁴/(384EI) — standard simply-supported beam formulas for a uniformly distributed load

Worked example

4m span, 10 kN/m load, steel beam (E=200GPa, I=8000cm⁴)

Worked example: 4m span, 10 kN/m load, steel beam (E=200GPa, I=8000cm⁴)
FieldValue
Beam span (m)4
Uniformly distributed load (kN/m)10
Elastic modulus (GPa)200
Moment of inertia (cm⁴)8000
Max bending moment20
Max shear force20
Max deflection2.0833

Assumptions

  • Assumes a simply-supported beam (free to rotate at both ends) under a single uniformly distributed load, with linear-elastic material behavior — real beams may have different support conditions, point loads, or combined loading.

Frequently asked questions

What is a uniformly distributed load (UDL)?

A load spread evenly along the full length of the beam (like the beam's own weight, or a uniform floor load), as opposed to a point load concentrated at one location.

Where do I find my beam's moment of inertia?

From a structural steel/timber section properties table for your specific beam size and shape (e.g. an I-beam's published section properties), or calculate it directly from the cross-section geometry.

Is this deflection acceptable for my project?

Deflection limits (often expressed as span ÷ 250 or span ÷ 360, depending on use) are set by the applicable building code and depend on the beam's application — a structural engineer should verify against the correct limit for your project.

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This calculator provides a preliminary, educational estimate using standard simply-supported beam formulas. It does not account for load combinations, safety factors, lateral-torsional buckling, or material-specific design code requirements. Any beam design used for actual construction must be verified by a licensed structural engineer.

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