Ultimate Shear Force and Bending Moment Calculator


Shear Force and Bending Moment Calculator

Analyze simply supported and cantilever beams under various loading conditions. Ideal for students and structural engineers.


Select the beam’s support configuration.


Select the type of force applied to the beam.


Units for all inputs and results.


Total length of the beam.


Force of the point load (P).


Distance from the left support (A) to the point load.


Shear Force & Bending Moment Diagrams

Shear Force Diagram (SFD). Shows shear force along the beam’s length.

Bending Moment Diagram (BMD). Shows bending moment along the beam’s length.

What is a Shear Force and Bending Moment Calculator?

A shear force and bending moment calculator is an essential engineering tool used to determine the internal forces acting within a structural beam. When a beam is subjected to external loads, it experiences internal stresses. Shear force is the force that acts perpendicular to the beam’s longitudinal axis, tending to cause one part of the beam to slide past the other. Bending moment is the rotational force that causes the beam to bend or deflect. This calculator helps structural engineers, architects, and students quickly analyze beam behavior under common loading conditions, ensuring the structure is safe and efficient.

Understanding these forces is critical for designing safe structures. An incorrect calculation could lead to a beam failing under load, with potentially catastrophic consequences. Our beam analysis calculator simplifies these complex calculations for both simply supported and cantilever beams.

Shear Force and Bending Moment Formulas

The formulas depend on the beam’s support type and the nature of the applied load. Below are the fundamental equations used by this calculator.

1. Simply Supported Beam with a Point Load (P)

  • Support Reactions: R_A = P * b / L and R_B = P * a / L
  • Shear Force (V): V(x) = R_A (for 0 <= x < a) and V(x) = R_A - P (for a < x <= L)
  • Bending Moment (M): M(x) = R_A * x (for 0 <= x <= a) and M(x) = R_A * x - P * (x - a) (for a < x <= L)
  • Maximum Moment: Occurs at the point load, M_max = P * a * b / L

2. Simply Supported Beam with a Uniformly Distributed Load (w)

  • Support Reactions: R_A = R_B = w * L / 2
  • Shear Force (V): V(x) = w * L / 2 - w * x
  • Bending Moment (M): M(x) = (w * L / 2) * x - (w * x^2) / 2
  • Maximum Moment: Occurs at the center (x = L/2), M_max = w * L^2 / 8

For more complex loading scenarios, you may need a more advanced structural engineering analysis.

Variables Table

Description of variables used in calculations.
Variable Meaning Unit (Metric / Imperial) Typical Range
L Total length of the beam m / ft 1 - 30
P Magnitude of a single point load kN / lbf 1 - 1000
w Magnitude of a uniformly distributed load kN/m / lbf/ft 1 - 200
a Position of the point load from the left support m / ft 0 to L
x Position along the beam for calculation m / ft 0 to L
R_A, R_B Support reaction forces kN / lbf Varies

Practical Examples

Example 1: Simply Supported Beam with Center Point Load

Imagine a 10-meter-long simply supported wooden beam in a residential floor system. It supports a heavy appliance that exerts a point load of 20 kN at its center.

  • Inputs: Beam Type = Simply Supported, Load Type = Point Load, Length (L) = 10 m, Load (P) = 20 kN, Position (a) = 5 m.
  • Results:
    • Support Reactions (R_A, R_B): Each will be 10 kN.
    • Maximum Shear Force: 10 kN (at the supports).
    • Maximum Bending Moment: 50 kN·m (at the center). Our moment diagram calculator function visualizes this peak perfectly.

Example 2: Cantilever Balcony with Uniform Load

Consider a 3-foot long concrete cantilever balcony. It must support its own weight and potential live loads (like snow), which can be simplified as a uniformly distributed load (UDL) of 150 lbf/ft.

  • Inputs: Beam Type = Cantilever, Load Type = UDL, Length (L) = 3 ft, Load (w) = 150 lbf/ft.
  • Results:
    • Support Reaction (at the wall): 450 lbf.
    • Maximum Shear Force: 450 lbf (at the wall).
    • Maximum Bending Moment: -675 lbf·ft (at the wall). The negative sign indicates tension at the top of the beam, which is typical for a cantilever. A dedicated cantilever beam calculator can provide more detailed insights.

How to Use This Shear Force and Bending Moment Calculator

Follow these simple steps to analyze your beam:

  1. Select Unit System: Choose between Metric (kN, m) or Imperial (lbf, ft). All labels will update accordingly.
  2. Choose Beam Type: Select 'Simply Supported' for a beam supported at both ends, or 'Cantilever' for a beam fixed at one end.
  3. Select Load Type: Choose 'Point Load' for a concentrated force or 'Uniformly Distributed Load (UDL)' for a load spread over the entire length.
  4. Enter Parameters: Input the beam length, load magnitude, and the load position (if using a point load). The helper text will guide you on what each value represents.
  5. Calculate and Analyze: Click the 'Calculate' button. The results for max shear, max moment, and support reactions will appear instantly. The shear diagram calculator and moment diagram will also be drawn, providing a visual representation of the internal forces along the beam.

Key Factors That Affect Shear and Moment

  1. Beam Length (L): Longer beams generally experience higher bending moments for the same load. The moment often increases with the square of the length (e.g., M_max ∝ L² for a UDL).
  2. Load Magnitude (P or w): A larger load directly increases both shear forces and bending moments proportionally.
  3. Load Position (a): For a simply supported beam, a point load at the center creates the maximum possible bending moment. As the load moves toward a support, the maximum moment decreases.
  4. Support Type: A cantilever beam concentrates all stress at the fixed support, resulting in high shear and moment values there, whereas a simply supported beam distributes the load between two points.
  5. Load Type (Point vs. UDL): A point load creates a sharp 'V' shape in the bending moment diagram, while a UDL creates a smooth parabolic curve. For the same total load, a UDL generally produces a lower maximum bending moment than a concentrated point load.
  6. Material Properties: While this calculator determines the forces, the beam's material (e.g., steel, wood, concrete) and cross-sectional shape determine if it can withstand those forces without breaking or deflecting excessively. This is the next step in design, often involving a beam deflection calculator.

Frequently Asked Questions (FAQ)

1. What does a positive vs. negative bending moment mean?

A positive bending moment typically causes a beam to 'sag' (tension at the bottom, compression at the top). A negative bending moment causes it to 'hog' (tension at the top, compression at the bottom), which is common in cantilevers.

2. Where is the shear force maximum?

Shear force is almost always maximum at the support points of the beam.

3. Where does the maximum bending moment occur?

The maximum bending moment occurs at the point where the shear force is zero or crosses the zero axis. For a simply supported beam with a UDL, this is at the center. For a point load, it's directly under the load.

4. Can I use this calculator for multiple loads?

This calculator is designed for a single point load or a single UDL. For multiple or combined loads, you would need to use the principle of superposition, which involves calculating the effects of each load separately and adding the results. This is a feature of more advanced structural engineering formulas.

5. Why is the right support reaction (R_B) zero for a cantilever?

A cantilever beam is only supported at one end (the 'fixed' end, represented as R_A). The other end is free and has no support, so the reaction force there is zero. All forces are resisted at the fixed support.

6. What units should I use?

The calculator is designed to work with either the Metric (kN, m) or Imperial (lbf, ft) system. Be consistent; do not mix units. Select the system you are using from the dropdown menu.

7. Does this calculator account for the beam's own weight?

You can account for the beam's own weight by treating it as a Uniformly Distributed Load (UDL) over the entire length.

8. What do the diagrams show?

The Shear Force Diagram (SFD) and Bending Moment Diagram (BMD) are graphical representations of the shear and moment values along the entire length of the beam. They are critical for identifying locations of maximum stress.

© 2026 Structural Engineering Tools. For educational purposes only. Always consult a licensed professional engineer for designs.



Leave a Reply

Your email address will not be published. Required fields are marked *