Consider a beam supported at two points (e.
g.
, a simply supported beam) subjected to a uniformly distributed load (UDL) of intensity \(w\) across its length.
The relationships between load (\(w\)), shear force (\(V\)), and bending moment (\(M\)) are:
$$ \frac{dV}{dx} = -w $$
$$ \frac{dM}{dx} = V $$
Integrating the load distribution: Since \(w\) is constant, the shear force \(V\) will be a linear function of \(x\) (\(V = -wx + C_1\)).
Integrating the shear force: Since \(V\) is linear, the bending moment \(M\) will be a quadratic (parabolic) function of \(x\) (\(M = -\frac{1}{2}wx^2 + C_1 x + C_2\)).
Therefore, for a beam under a uniform load, the bending moment diagram is parabolic.