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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Your result
2.083
Max deflection
AI explanation
Formula
M = wL²/8; V = wL/2; δ = 5wL⁴/(384EI) — standard simply-supported beam formulas for a uniformly distributed loadWorked example
4m span, 10 kN/m load, steel beam (E=200GPa, I=8000cm⁴)
| Field | Value |
|---|---|
| Beam span (m) | 4 |
| Uniformly distributed load (kN/m) | 10 |
| Elastic modulus (GPa) | 200 |
| Moment of inertia (cm⁴) | 8000 |
| Max bending moment | 20 |
| Max shear force | 20 |
| Max deflection | 2.0833 |
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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