For this type of parallel flow the shearing stress is given as `ta=eta(du)/(dy)....(i)`
For the given distribution
`(du)/(dy)=-(3Vy)/(h^(2))....(ii)`
(a) Along the bottom wall so that (from eq. (ii))
`(du)/(dy)=(3V)/h` and therefore the shearing stress is `tau_("bottom wall")=eta((3V)/h)`
(b) Along the plane where `y=h//2` it follows from equation (ii) that
`(du)/(dy)=(-3Vy)/(h^(2))` and thus the shearing stress is `|tau|=eta(3V)/(2h)`.
(C)
Rate of volume flow
`2int_(0)^(h) (3V)/2(1-(y^(2))/(h^(2)))dy.l=2Vlh`