A simply supported beam of width 'b' and depth 'd' is subjected to a point load 'w' at its centre causing deflection 'δ' at that point. If the width and depth are interchanged the central deflection would be:
1
\((\frac{d}{b})\delta\)
2
\((\frac{d}{b})^2\delta\)
3
\((\frac{d}{b})^3\delta\)
4
\((\frac{d}{b})^{3/2}\delta\)