Bending Moment Calculator

Calculate bending moments, shear forces, and reactions for simply supported and cantilever beams under various loading conditions.

MAX BENDING MOMENT
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Reaction R₁
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Reaction R₂
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Max Shear Force
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Moment at Position
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What is Bending Moment?

A bending moment is the internal moment that causes a structural element to bend when subjected to external forces. It is the algebraic sum of the moments of all forces acting on one side of a section about that section. Understanding bending moments is essential for designing beams, frames, and other structural elements that resist flexural loads.

The bending moment varies along the length of a beam and depends on the type of loading, support conditions, and the position being analyzed. Engineers use bending moment diagrams (BMD) to visualize the variation of bending moment along a beam.

Bending Moment Formulas

Simply Supported - Center Load: M_max = PL / 4
Simply Supported - UDL: M_max = wL² / 8
Cantilever - End Load: M_max = PL (at fixed end)
Cantilever - UDL: M_max = wL² / 2 (at fixed end)
Bending Stress: σ = M × y / I

Sign Convention

ConditionSignEffect
Sagging (concave up)Positive (+)Bottom fibers in tension
Hogging (concave down)Negative (-)Top fibers in tension
Clockwise shearPositive (+)Left side up, right side down
Counter-clockwise shearNegative (-)Left side down, right side up

Frequently Asked Questions

How do I draw a bending moment diagram?

First, calculate the support reactions. Then, starting from one end, calculate the bending moment at key points (supports, load locations, and positions of zero shear). The bending moment is zero at simple supports and reaches maximum where shear force is zero. Plot these values to create the BMD.

What is the relationship between shear force and bending moment?

The shear force is the derivative of the bending moment: V = dM/dx. This means the bending moment is maximum where the shear force is zero (or changes sign). A uniformly distributed load produces a linearly varying shear force and a parabolic bending moment.

How does bending moment relate to bending stress?

Bending stress is calculated as sigma = M*y/I, where M is the bending moment, y is the distance from the neutral axis, and I is the moment of inertia. Maximum stress occurs at the extreme fibers (top and bottom of the cross-section) where y is maximum.