Engineering Solutions

Bending Moment & Shear Calculator

Calculate the maximum bending moment and shear force for simply supported beams under point and distributed loads.

Project Specifications
Beam Configuration
Loading Detail
Resulting forces
Max Shear Force: 0 kN
Left Reaction ($R_A$): 0 kN
Right Reaction ($R_B$): 0 kN
Calculated Output
Max Bending Moment
0 kNm
0 kNm
Design Moment
Center
Critical Zone

SFD and BMD in Structural Mechanics

Master the internal forces of beams. Learn where shear is most dangerous and why bending moment determines the amount of steel rebar.

The Internal Struggle of a Beam

When you sit on a bench, the wood doesn't just bear your weight; it internally resists being sliced and being bent.
1. Shear Force (SF): The vertical force that tries to slice the beam like a pair of scissors. It is usually highest near the supports.
2. Bending Moment (BM): The internal torque that tries to curve the beam. It is usually highest in the middle of a span.

Standard Equations

$$\text{SS + UDL Max Moment: } M_{max} = \frac{w L^2}{8}$$ $$\text{SS + Point Load Mom: } M_{max} = \frac{P \times a \times b}{L}$$ $$\text{Max Shear (SS + UDL): } V_{max} = \frac{w L}{2}$$

Interpreting the Diagrams

  • Shear Force Diagram (SFD): Shows where the beam is most likely to fail by "Punching Shear." Engineers use Stirrups (lateral ties) to resist these forces.
  • Bending Moment Diagram (BMD): Shows where the beam will "Sag" (tension at bottom) or "Hog" (tension at top). This determines where the main thick longitudinal rebar must be placed.
  • Point of Zero Shear: The location where the Shear Force is zero is almost always the location of the Maximum Bending Moment.

Cantilever vs. Simply Supported

In a Simply Supported beam, the bottom of the beam stretches (tension) and the top squishes (compression). This is why rebar is at the bottom.
In a Cantilever beam (like a balcony), the top stretches and the bottom squishes. Therefore, the main reinforcement must be placed at the TOP of the beam.

Frequently Asked Questions (FAQ)

What is 'Hogging' and 'Sogging'?

Sagging (Positive Moment) occurs when a beam curves like a smile, creating tension at the bottom. Hogging (Negative Moment) occurs when it curves like a frown (typical over supports in continuous beams or cantilevers), creating tension at the top.