$5\mathrm{.}2\mathrm{.}4$ WP Water flows through a horizontal bend and discharges into the atmosphere, as shown in Fig. P$5\mathrm{.}2\mathrm{.}4.$ When the pressure gage reads $10$ psi, the resultant $x-$direction anchoring force, $F_{Ax},$ in the horizontal plane required to hold the bend in place is shown on the figure. Determine the flowrate through the bend and the $y-$direction anchoring force, $F_{Ay},$ required to hold the bend in place. The flow is not frictionless.