Incorrect.

Water flows through a $2-$ft$-$diameter pipe arranged horizontally in a circular arc as shown in the figure below. If the pipe discharges to the atmosphere $(p=14\mathrm{.}7$ psia$),$ determine $($a$)$ the $x$ and $($b$)y$ components of the resultant force needed to hold the piping between sections $(1)$ and $(2)$ stationary. The steady flowrate is $3000f\frac{t^3}{m}in.$ The loss in pressure due to fluid friction between sections $(1)$ and $(2)$ is $25$ psi $.$

$($a$)R_x=$ Ib

$($b$)R_y=$ Ib