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Beam Deflection Calculator

Find the maximum deflection and bending stress for any beam. Pick the beam type, enter your load, length, and cross-section, and see results update in real time.

Inputs

Results

Max Deflection
0 in
Max Bending Stress 0 psi
Max Bending Moment 0 in-lb
Moment of Inertia (I) 0 in⁴
Deflection Check (L/360) --
Formulas used:
Simple beam + center load: δ = PL³ / (48EI)
Cantilever + end load: δ = PL³ / (3EI)
Stress: σ = Mc / I

Uses Lame's thick-wall cylinder equations. Verify critical designs with FEA.

How Beam Deflection Works

When you put a load on a beam, it bends. The bigger the load, the more it bends. The longer the beam, the more it bends. Deflection is how much the beam droops from its straight shape.

What Affects Deflection?

Four things change how much a beam bends. The load (P), the length (L), the material stiffness (E), and the cross-section shape (I). Length matters most. Doubling the length increases deflection by eight times. Doubling the height of a rectangle cuts deflection by eight times.

Beam Types

A cantilever beam is fixed at one end and free at the other. A simply supported beam sits on two supports. A fixed-fixed beam is clamped at both ends. Each type has its own formula because the supports change how the beam bends.

Pro tip: A fixed-fixed beam deflects four times less than a simply supported beam with the same load. If you can clamp both ends, your beam gets much stiffer.

Moment of Inertia

Moment of inertia (I) tells you how stiff the cross-section is. A tall thin beam has more I than a short wide beam with the same area. That is why I-beams are shaped the way they are. Most of the material is at the top and bottom where it does the most good.

Bending Stress

Bending stress is the tension and compression in the beam. The top fibers squeeze together. The bottom fibers stretch apart. The biggest stress is at the outside surfaces. Compare this stress to the material yield strength to check if the beam is safe.

Frequently Asked Questions

Beam deflection is how much a beam bends under load. It is measured from the straight unloaded position to the curved loaded position. Too much deflection can cause cracks, misalignment, or vibration.
Deflection depends on the load, beam length, material stiffness (E), and cross-section (I). For a simple beam with a point load at the center, max deflection is P times L cubed divided by 48 times E times I. This calculator picks the right formula for your beam type.
A cantilever beam is fixed at one end and free at the other, like a diving board. A simply supported beam rests on two supports, like a bridge span. Cantilever beams deflect much more under the same load because they have less support.
Inputs and outputs are in inches and pounds. Length in inches, load in pounds, modulus E in psi, moment of inertia I in inches to the fourth power. Deflection is in inches and stress is in psi.
Moment of inertia measures how much a cross-section resists bending. A bigger or taller shape has higher I and less deflection. For a rectangle it is b times h cubed over 12. Use our moment of inertia calculator for other shapes.
Most designs limit deflection to L over 360 for floors or L over 240 for roofs, where L is the beam length. For precision machinery the limit can be L over 1000 or tighter. This calculator shows a green, yellow, or red safety check.
Stiffer materials deflect less. Steel has E of 30 million psi. Aluminum has E of 10 million psi, so it deflects three times more than steel under the same load. Titanium is in between at 16.5 million psi.
Yes. Select 'Uniform Distributed Load' and enter the load per inch. This is common for self-weight, floor loads, or pressure loads. The calculator uses the right formula for your beam type.
Bending stress is the force per area in the beam fibers. Top fibers compress, bottom fibers stretch. The calculator shows the maximum stress at the surface and compares it to the material yield strength.
Use finite element analysis for complex geometry, multiple loads, combined loads, or tight safety margins. This calculator is accurate for simple beams with simple loads. Always verify critical designs.

Common Deflection Limits

Application Limit Example Span (L = 10 ft) Typical Use
Roof membersL/1800.67 inchesLive load roofs
Floor joistsL/2400.50 inchesResidential floors
General structuralL/3600.33 inchesBeams, girders
Machine framesL/4800.25 inchesEquipment platforms
Precision equipmentL/10000.12 inchesCNC machines, optical tables

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