Engineering calculators

Beam Deflection Calculator

Updated Sep 27, 2026 By Infinity Calculator
Step 1: Select Support Configuration
Step 2: Select Loading Configuration
Beam Diagram
Step 3: Input Parameters

Beam Deflection Results

Detailed Results
Deflection Along Beam
Bending Moment Diagram
Shear Force Diagram
Deflection at Points Along Beam
Position (x) Deflection (δ) Slope (θ) Moment (M) Shear (V)

Introduction

The Beam Deflection Calculator helps you figure out how much a beam will bend under a load. When a force pushes down on a beam, the beam does not stay perfectly straight. It curves or sags. This sag is called deflection. Knowing the deflection of a beam is important because too much bending can damage a structure or make it unsafe. Engineers check beam deflection to make sure floors, bridges, and other structures stay strong and within safe limits.

This tool lets you enter key values like the beam length, the type of load, the moment of inertia, and the modulus of elasticity. It then calculates the maximum deflection. This beam deflection calculator saves you time and reduces the chance of math errors. Simply plug in your numbers and get accurate results right away.

How to Use Our Beam Deflection Calculator

Enter the details about your beam and loading below. The calculator will give you the maximum deflection of the beam based on the values you provide.

Beam Length (L): Type in the total length of your beam. This is the distance between the two supports, measured in meters or feet.

Load (P or w): Enter the force or weight applied to the beam. This can be a point load at a single spot or a distributed load spread across the beam. Use units like Newtons, pounds, or kilonewtons per meter.

Load Type: Choose how the load is applied. Options include a point load at the center, a uniformly distributed load, or a point load at a custom location along the beam.

Support Type: Select how the beam is held in place. Common types are simply supported (resting on two supports), cantilever (fixed at one end and free at the other), or fixed at both ends.

Modulus of Elasticity (E): Enter the stiffness of the beam material. For example, steel is about 200 GPa and hardwood about 15 GPa. This tells the calculator how much the material resists bending.

Moment of Inertia (I): Enter the cross-sectional property of your beam. This value depends on the shape of the beam, such as rectangular, circular, or I-beam. It is measured in mm⁴ or in⁴.

Distance (a): Some loading cases ask for a distance a. It is measured from the left end of the beam, which is the fixed end on a cantilever, and marks where a point load or moment sits, or where a partial load starts or ends. On an overhanging beam, a is the length of the overhang past the right support. The field appears only when the loading case you picked needs it.

Understanding Beam Deflection

Beam deflection is how much a beam bends or moves from its original straight position when a load is placed on it. Every beam will bend at least a little under weight, whether it is a floor joist in your house, a bridge girder, or a shelf bracket. Engineers need to know exactly how much a beam will deflect to make sure a structure is safe and comfortable to use.

Why Beam Deflection Matters

Even if a beam is strong enough not to break, too much bending can cause real problems. Floors that sag feel bouncy and unsafe. Excessive deflection can crack drywall, break windows, or cause doors to jam. Building codes limit how much a beam may deflect. The International Residential Code allows L/360 for floors and for ceilings with brittle finishes such as plaster, and L/240 for most other structural members, where L is the span length.2 A beam that passes a strength check can still fail a deflection check.

Key Factors That Control Deflection

Four main things determine how much a beam deflects:

  • Span length (L): Longer beams deflect much more. Deflection grows with the cube or fourth power of the span.1 So doubling the length can increase deflection by 8 to 16 times.
  • Load (P or w): More weight means more bending. Loads can be concentrated at a single point (like a column sitting on a beam) or distributed along the length (like the weight of a floor). Understanding the forces acting on a beam is essential for accurate analysis.
  • Modulus of elasticity (E): This measures how stiff the material is. Approximate values are 20.0 × 10¹⁰ Pa for steel and 1.5 × 10¹⁰ Pa for hardwood.3 So steel is roughly 13 times stiffer, and a steel beam deflects far less than a wood beam of the same size.
  • Moment of inertia (I): This describes the shape and size of the beam's cross-section. A deeper beam has a much higher moment of inertia and deflects less. This is why I-beams and deep rectangular sections are so common in construction.

Support Conditions

How a beam is held in place at its ends has a big effect on deflection. The five support types used in this calculator are:

  • Simply supported: The beam rests on a pin at one end and a roller at the other. It can rotate freely at both supports. This is the most common textbook case. It deflects more than the same beam with both ends clamped: five times as much under a full-length uniform load and four times as much under a center load.1
  • Cantilever: One end is rigidly fixed (like a diving board bolted to the deck), and the other end is free. Cantilevers deflect the most because there is no support at the free end.
  • Fixed-fixed: Both ends are fully clamped so they cannot rotate. This gives the smallest deflection: four times less than a simply supported beam with the same center load.1 It needs strong connections at both ends.
  • Propped cantilever: One end is fixed and the other has a simple support. Deflection falls between simply supported and fixed-fixed cases.5
  • Overhanging: The beam extends past one of its supports, creating a cantilever portion on one side. This setup is common in balconies and canopies.

Types of Loads

Point loads act at a single location, like a heavy machine sitting on a beam. Distributed loads spread across part or all of the span, like the weight of a concrete slab. Moments are rotational forces applied to the beam, often caused by rigid connections to other structural members. Each load type produces a different deflection shape and requires its own formula.

The Basic Deflection Formula

Most closed-form deflection equations follow a pattern. For example, the maximum deflection of a simply supported beam with a uniform load across its full span is:

δ_max = 5wL⁴ / (384EI)1

This tells you that deflection is directly proportional to the load and the fourth power of span length, and inversely proportional to the material stiffness and cross-section size.1 The constants (like 5/384) change depending on the support conditions and load arrangement.1

How to Use the Results

After calculating deflection, compare the maximum value to allowable limits set by your building code. The L/δ ratio shown in the results makes this easy: if it is greater than 360, the beam passes the L/360 serviceability check. The bending moment and shear force diagrams help you verify that the beam also has enough strength, and the deflection curve shows you exactly where the beam bends the most.


Formulas used

Simply Supported – Center Point Load (Max Deflection) 1
\delta_{\max} = \frac{PL^{3}}{48EI}
Simply Supported – Uniform Distributed Load (Max Deflection) 1
\delta_{\max} = \frac{5wL^{4}}{384EI}
Cantilever – Point Load at Free End (Max Deflection) 1
\delta_{\max} = \frac{PL^{3}}{3EI}
Cantilever – Uniform Distributed Load (Max Deflection) 1
\delta_{\max} = \frac{wL^{4}}{8EI}
Fixed-Fixed – Center Point Load (Max Deflection) 1
\delta_{\max} = \frac{PL^{3}}{192EI}
Fixed-Fixed – Uniform Distributed Load (Max Deflection) 1
\delta_{\max} = \frac{wL^{4}}{384EI}
Cantilever – Moment at Free End (Max Deflection)
\delta_{\max} = \frac{M_{0}L^{2}}{2EI}
Simply Supported – Triangular Load (Max Deflection)
\delta_{\max} = \frac{0.01304\,W\,L^{3}}{EI},\quad W = \frac{w_{0}L}{2}

Frequently asked questions

What is beam deflection?

Beam deflection is the amount a beam bends or sags from its original straight position when a load is placed on it. Every beam will move at least a small amount under weight. Engineers measure this movement in millimeters or inches to make sure the beam stays within safe limits.

What is the L/360 deflection limit?

L/360 means the maximum allowed deflection is the beam span divided by 360. For example, a 3,600 mm beam can deflect no more than 10 mm. The International Residential Code uses it for floors and for ceilings with brittle finishes such as plaster.2 The calculator checks this limit for you automatically.

What is the difference between L/360 and L/240?

L/360 is the stricter limit. The International Residential Code uses it for floors and for ceilings with brittle finishes such as plaster.2 L/240 is more relaxed: the code uses it for ceilings with flexible finishes such as gypsum board and for most other structural members.2 The calculator checks both limits and shows a pass or fail result for each.

What is flexural rigidity (EI)?

Flexural rigidity is the product of the modulus of elasticity (E) and the moment of inertia (I). It tells you how resistant a beam is to bending. A higher EI value means less deflection. The calculator shows this value in the detailed results section.

How do I find the moment of inertia for my beam?

The moment of inertia depends on the shape of your beam's cross-section. For a solid rectangle, it is I = bh³/12, where b is the width and h is the height.1 For standard steel shapes like I-beams, look up the value in a steel manual or use a moment of inertia calculator.

What is the modulus of elasticity (E)?

The modulus of elasticity measures how stiff a material is. Approximate values are 20.0 × 10¹⁰ Pa for steel, 7.0 × 10¹⁰ Pa for aluminum and 1.5 × 10¹⁰ Pa for hardwood.3 That is about 200 GPa, 70 GPa and 15 GPa. Wood also varies by species: small clear samples of coast Douglas-fir at 12% moisture content average 13,400 MPa.4 A stiffer material means less deflection under the same load.

Which support type gives the least deflection?

A fixed-fixed beam (both ends fully clamped) gives the least deflection. For a center point load, a fixed-fixed beam deflects four times less than a simply supported beam.1 However, fixed connections are harder and more expensive to build.

Which support type gives the most deflection?

A cantilever beam deflects the most because it is only supported at one end. For a point load at the free end, the maximum deflection is PL³/(3EI), which is much larger than a simply supported beam with the same span and load.1

What is the difference between a point load and a distributed load?

A point load acts at one specific spot on the beam, like a column resting on it. A distributed load is spread over a length of the beam, like the weight of a concrete slab or snow on a roof. Distributed loads use units like N/m or kN/m, while point loads use N or kN.

What does the bending moment diagram show?

The bending moment diagram shows how the internal bending force changes along the length of the beam. Peaks in the diagram show where the beam is under the most bending stress. This helps you check if the beam is strong enough at every point.

What does the shear force diagram show?

The shear force diagram shows the internal sliding force at each point along the beam. Shear is highest near the supports and at points where concentrated loads are applied. You need to check that the beam can handle both shear and bending.

What is slope (θ) in the results?

Slope is the angle of the beam at a given point, measured in radians. It tells you how much the beam is tilting at that location. At a fixed support, the slope is always zero because the beam cannot rotate there. At a simply supported end, the beam is free to rotate so the slope is not zero.

How do I reduce beam deflection?

You can reduce deflection by using a deeper beam (increases I), choosing a stiffer material (increases E), shortening the span, adding more supports, or changing the support type from simply supported to fixed. Making the beam deeper usually helps most, because a rectangle's moment of inertia grows with the cube of its depth (I = bh³/12).1

What is an overhanging beam?

An overhanging beam has two supports but the beam extends past one of them, creating a cantilever portion. Balconies and canopies often use this setup. The overhang length is entered as the distance (a) beyond the right support in this calculator.

What is a propped cantilever?

A propped cantilever is a beam that is fully fixed at one end and has a simple pin or roller support at the other end. It is stiffer than a simply supported beam but not as stiff as a fixed-fixed beam.5 It is common in continuous beam construction.

Can I apply a moment instead of a force?

Yes. The calculator includes loading cases with applied moments. Select the "Moments" filter to see these options. You enter the moment value in units like N·mm or kN·m. Moments cause bending without adding a net vertical force to the beam.

What is a triangular load?

A triangular load is a distributed load that varies linearly from zero at one end to a maximum value at the other end. It is common in cases like hydrostatic pressure on a wall or wind load that increases with height. The calculator offers triangular load options for most support types.

What is a trapezoidal load?

A trapezoidal load varies linearly from one intensity (w₁) at one end to a different intensity (w₂) at the other end. It is a combination of a uniform load and a triangular load. You enter both w₁ and w₂ in the input fields when you select this load type.


Sources

  1. Lo Ricco MT, Amini MO, Rammer DR. Wood Handbook: Wood as an Engineering Material (FPL-GTR-282), Chapter 9: Structural Analysis Equations. USDA Forest Service, Forest Products Laboratory. 2021;Eqs. 9-2, 9-3; Table 9-1. Accessed September 27, 2026.
  2. 2024 International Residential Code, Chapter 3: Building Planning. International Code Council. 2024;Table R301.7. Accessed September 27, 2026.
  3. Moebs W, Ling SJ, Sanny J. University Physics Volume 1, 12.3 Stress, Strain, and Elastic Modulus. OpenStax. 2016;section 12.3, Table 12.1. Accessed September 27, 2026.
  4. Senalik CA, Farber B. Wood Handbook: Wood as an Engineering Material (FPL-GTR-282), Chapter 5: Mechanical Properties of Wood. USDA Forest Service, Forest Products Laboratory. 2021;Table 5-3a. Accessed September 27, 2026.
  5. Beam Design Formulas with Shear and Moment Diagrams (Design Aid No. 6). American Wood Council. 2007;Figures 1, 15 and 23. Accessed September 27, 2026.