Breaking stress $=\frac{\mathrm{T}}{\mathrm{A}}=\frac{\mathrm{mo}^{2} \ell}{\mathrm{A}}$
$\Rightarrow \omega^{2}=\frac{4.8 \times 10^{7} \times\left(10^{-2} \times 10^{-4}\right)}{10 \times 0.3}=16$
$\Rightarrow \omega=4$
$(A)$ The resistive force of liquid on the plate is inversely proportional to $h$
$(B)$ The resistive force of liquid on the plate is independent of the area of the plate
$(C)$ The tangential (shear) stress on the floor of the tank increases with $u _0$
$(D)$ The tangential (shear) stress on the plate varies linearly with the viscosity $\eta$ of the liquid
