To maintain constant bending stress (\(\sigma\)), the section modulus (\(S = \frac{I}{y}\)) must be proportional to the bending moment \(M\). If \(d\) is constant and \(I = \frac{1}{12} w d^3\), \(w\) must vary as \(M^{1/2}\) to keep \(\sigma\) constant:
\[
\sigma = \frac{M}{S} = \frac{M}{\frac{wd^2}{6}} \quad \Rightarrow \quad w \propto M^{1/2}
\]