Beam detail
Span, L
Illustration of a simply-supported beam of length, L, and showing the loads applied on the beam with their corresponding distances from support A.
Load 1
Distance from support A, x₁
Load 2
Distance from support A, x₂
Output values
Show values in...
pounds-force (lbf)
With the beam fully loaded:

▪ Support reaction at A is Rᴀ = 3.3333 lbf
▪ Support reaction at B is Rʙ = 1.6667 lbf

This beam load calculator will help you determine the reactions at the supports of a simply-supported beam due to vertical point loads or forces. In this calculator, you will learn what support reaction is and learn the basics of how to calculate beam load capacity.

Knowing how to find support reactions is a great place to start when analyzing beams, such as when determining beam deflection. Keep on reading to learn more.

What is a support reaction?

According to Newton's third law of motion, every force on an object has an equal and opposite reaction. If you try to push on to something, let's say a wall, it feels like the wall is also pushing back at you. That is exactly the phenomena Newton's third law of motion describes.

In engineering, structural members such as beams and columns interact with each other at the points where they meet. Imagine a beam that is being supported in place by two columns. The beam's weight pushes down on the columns, and, because of Newton's third law of motion, we can then also say that the columns exert an equivalent opposite reacting force back on the beam. We call these reacting forces support reactions.

Animation of a beam load pushing forces on two columns an vice versa.

On a simply-supported beam, the support reactions at each end of the beam can either be equal to each other or of different values. Their values depend on the beam's applied loads. If more loads are found at a closer distance to one support, that support experiences more force and therefore experiences a greater reaction.

How to calculate support reactions in the beam?

Since support reactions act in the opposite direction as the force, we can say that the whole system is in equilibrium. That means the beam is not moving and the summation of forces and moments result in zero. By equating the moments due to load to the moments due to support reactions, we can then determine the reactions at the supports.

Diagram of a simply-supported beam and point loads at distance x from support A (support at the left).

Just like when calculating torque, we can also perform a summation of moments at each supports to solve for the reactions. Below, we express a summation, Σ, of the moments at support A to find the reaction at support B, denoted as RB, as shown below:

Σ(F * x) - (RB * span) = 0

(F1 * x1) + (F2 * x2) + (F3 * x3) + ... + (Fn * xn) - (RB * span) = 0


  • F, F1, F2, F3 and Fn are point loads on the beam at distances x, x1, x2; x3 and xn from support A; respectively,
  • RB is the reaction at support B, and
  • span is the length of beam between support A and support B.

By rearranging the equation, we can isolate RB as follows:

RB * span = (F1 * x1) + (F2 * x2) + (F3 * x3) + ... + (Fn * xn)

RB = ((F1 * x1) + (F2 * x2) + (F3 * x3) + ... + (Fn * xn)) / span

Now that we have an expression to find RB, and since we know that the total applied forces are equal to the reactions' total, we can now also find the reaction at support A RA, using the following equations:

Σ(F) = Rᴀ + Rʙ

RA = Σ(F) - Rʙ

Sample calculation of support reaction

Suppose we have a 4.0-meter long simply-supported beam with an applied 10.0 kilonewtons (kN) point load 2.0 meters from support A and another applied 3.5 kN point load 1.5 meters from support B, as shown below:

Diagram of a 4-meter long simply-supported beam with 2 applied loads for example.

To calculate for RB, we formulate the equation of moment equilibrium as follows:

RB = (F1 * x1 + F2 * x2) / span

RB = (10 kN * 2.0 m + 3.5 kN * (4.0 m - 1.5 m)) / 4.0 m

RB = (20 kN-m + 3.5 kN * 2.5 m) / 4.0 m

RB = (20 kN-m + 8.75 kN-m) / 4.0 m

RB = 7.1875 kN

By performing a summation of forces, we obtain:

Σ(Fn) = 0

F1 + F2 + (-Rᴀ) + (-Rʙ) = 0

10 kN + 3.5 kN + (-Rᴀ) + (-7.1875 kN) = 0

RA = 10 kN + 3.5 kN - 7.1875 kN

RA = 6.3125 kN

Please note that for this summation, we have considered all downward forces as positive and all upward forces as negative. Based on our calculations above, we have now obtained the reactions at supports A and B to be 6.3125 kN and 7.1875 kN, respectively.

Also, please take note that in this example and in the beam load calculator, we assumed that the beam is weightless. However, if the beam's weight is indicated, you can consider the beam's weight as another downward point load at the center, or centroid, of the beam.

Using our beam load calculator

Our calculator is easy and simple to use. All you have to do is input the span of the beam, the magnitude of the point loads, and their distances from support A. At first, you will only see fields for two loads (Load 1 and Load 2), but once you enter a value for x2, the fields for Load 3 will show up, and so on.

If you want to enter an upward load, simply enter a negative value for the load magnitude. In total, you can input up to 11 point loads in our beam load calculator.

Want to learn more?

Now that you have learned how to calculate beam load capacity by determining the reactions at the supports, perhaps you might also want to learn more about what beam deflection and beam bending is.

Kenneth Alambra
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