For B $\frac{ E }{\pi \cdot 16 r ^{2}}= y \frac{4 mm }{ b }$ $..........(2)$
$\therefore(1) /(2)$
$16=\frac{2 b }{4 a }$
$\frac{ a }{ b }=\frac{1}{32}$
$=32$
$(A)$ 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
