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Beam Analysis Tool

Beam Load Calculator

Calculate support reactions, total applied load, maximum shear force, and maximum bending moment for a simply supported beam carrying a full-span uniform distributed load and an optional point load.

Point Load Distributed Load Support Reactions Bending Moment

Enter Beam Loads

Simply supported beam with UDL and one point load.

P UDL: w Beam Span L
Use all inputs in the selected unit system.
Distance between supports in meters.
Uniform load in kN/m across the full span.
Downward concentrated load in kN.
Distance from left support in meters.
Pin/roller idealized support condition.
You can use the distributed load, the point load, or both. Enter 0 for a load type you do not want to include.
This calculator performs idealized static beam analysis only. It does not determine beam size, allowable load, structural capacity, deflection compliance, connection strength, or whether a real structure is safe.
Beam Analysis Guide

What Is a Beam Load Calculator?

A beam load calculator applies basic static-equilibrium formulas to an idealized beam and its applied loads. This calculator is designed for a simply supported beam with a uniform distributed load across the full span and one optional concentrated point load.

The tool calculates vertical reactions at the left and right supports. It then evaluates the internal shear force and bending moment along the beam to identify their maximum values.

What Is a Simply Supported Beam?

A simply supported beam is an idealized beam with support at both ends that allows rotation while preventing vertical translation at the support locations. It is commonly represented using a pin support and roller support.

How It Works

How to Use the Beam Load Calculator

01

Enter Beam Span

Enter the distance between the left and right beam supports using meters or feet.

02

Enter Applied Loads

Enter a full-span uniform load, a downward point load, or both. Also specify the point-load position from the left support.

03

Calculate Results

The calculator determines support reactions, total load, maximum shear, maximum bending moment, and moment location.

Example: For a 6 m simply supported beam with a 5 kN/m full-span UDL and a 10 kN point load at midspan, the total applied load is 40 kN. Because the loading is symmetric, each support reaction is 20 kN.
Support Reactions

How Are Beam Support Reactions Calculated?

The total distributed load from a full-span UDL is equal to the load intensity multiplied by beam span: W = wL . This equivalent load acts at the midpoint of the beam.

For a downward point load P located a distance a from the left support, the left and right vertical support reactions are: RA = wL/2 + P(L−a)/L and RB = wL/2 + Pa/L .

The sum of the two vertical reactions should equal the total downward applied load: RA + RB = wL + P .

Shear Force

What Is Beam Shear Force?

Internal shear force represents the vertical force transferred through a cross-section of the idealized beam. Immediately to the right of the left support, the shear starts at the left reaction.

A uniform distributed load causes shear to change linearly along the span. A concentrated point load produces an immediate jump in the shear diagram equal to the magnitude of that point load.

The calculator checks important shear values immediately before and after the concentrated load and at both ends of the span to report the largest absolute shear magnitude.

Bending Moment

How Is Maximum Bending Moment Found?

For a section located before the point load, bending moment is: M(x) = RAx − wx²/2 . After passing the point load, its additional moment effect must also be included: M(x) = RAx − wx²/2 − P(x−a) .

A local maximum bending moment generally occurs where the shear force crosses zero. The calculator checks the possible zero-shear locations as well as the point-load position and supports to find the largest positive bending moment.

Reference Cases

Common Simply Supported Beam Formulas

Load Case Maximum Moment Location
Full-span UDL only wL² / 8 Midspan
Center point load only PL / 4 Midspan
Point load at distance a Pa(L−a) / L At point load
These formulas assume idealized static loading on a simply supported beam. Different support conditions, multiple spans, partial distributed loads, applied moments, or non-static loading require different analysis.
Units

Metric and Imperial Beam Load Units

In metric mode, span is entered in meters, point loads are entered in kilonewtons, and distributed loads are entered in kilonewtons per meter. Bending moment is therefore displayed in kilonewton-meters.

In imperial mode, span is entered in feet, point loads are entered in pounds, and distributed loads are entered in pounds per foot. The resulting bending moment is displayed in pound-feet.

Changing the unit-system selector changes the unit labels; it does not automatically convert values already typed into the fields. Enter values appropriate for the selected unit system.
Important Limitations

Beam Analysis Is Not the Same as Beam Design

Support reactions and bending moments are only part of structural beam design. A real beam may also need checks for bending stress, shear stress, deflection, vibration, bearing, buckling, connections, load combinations, lateral restraint, material properties, and other conditions.

This calculator does not recommend beam dimensions and should not be used by itself to decide how much load a real structural beam can safely support.

Use the results for mathematical analysis and preliminary estimation. Structural construction decisions should follow approved plans and applicable engineering or building requirements.
Common Questions

Beam Load Calculator FAQs

It calculates total applied load, left and right support reactions, maximum shear force, maximum bending moment, and the approximate location of maximum moment for an idealized simply supported beam.
Yes. Set the point load to zero and enter the distributed load. For a full-span UDL, the reactions are equal and maximum moment occurs at midspan.
Yes. Set the distributed load to zero and enter the point load and its distance from the left support.
For a point load acting at the center of an otherwise unloaded simply supported beam, each support carries half the load and the maximum moment equals PL/4.
No. This version focuses on static reactions, shear, and bending moment. Deflection additionally depends on beam stiffness and section properties such as elastic modulus and moment of inertia.
No. It does not recommend a structural beam size or determine allowable capacity. Beam sizing requires additional structural design checks and project-specific requirements.
A uniform distributed load is an idealized load applied continuously along the beam at a constant force per unit length, such as kN/m or lb/ft.
The calculations run directly in the browser using JavaScript, so the entered beam values do not need to be sent to a calculation server.