A highly viscous liquid of viscosity coefficient $\eta$ flows through a fixed horiwntal cylindrical tube (fixed from outer surface) of internal radius $r$, thickness $t (t << r)$ and length $l$. Volume of liquid flowing per;second is $Q$ and pressure difference across the tube is $P$. Modulus of rigidity of material of tube is $\beta$. Shear strain in the tube will be
  • A$\frac{{8\eta Q}}{{\pi \beta {r^2}}}$
  • B$\frac{{4\eta Q}}{{\pi \beta {r^3}}}$
  • C$\frac{{\pi \beta {r^3}}}{{16\eta Q}}$
  • D$\frac{{\beta {r^2}}}{{8\eta Q}}$
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