Consider the steady, uni-directional, fully-developed, pressure-driven laminar flow of an incompressible Newtonian fluid through a circular pipe of inner radius \( 5.0 \, \text{cm} \). The magnitude of shear stress at the inner wall of the pipe is \( 0.1 \, \text{N} \, \text{m}^{-2} \). At a radial distance of \( 1.0 \, \text{cm} \) from the pipe axis, the magnitude of the shear stress, in \( \text{N} \, \text{m}^{-2} \), rounded off to 3 decimal places, is \_\_\_\_\_\_\_.