The figure below shows a lateral pipe fitting. This particular fitting has a mainline diameter of $4\mathrm{.}0$ in$.$ The diameter of the lateral is $3\mathrm{.}0$ in$.,$ and the lateral angle is $45$;$60F$ water is flowing in the lateral. Measurements show that the pressure at point $1$ is $34\mathrm{.}0$ psig $,$ the pressure at point $2$ is $35\mathrm{.}0$ psig $,$ the pressure at point $3$ is $33\mathrm{.}5$ psig $,$ and the flow rate at point $2$ is $1\mathrm{.}0f\frac{t^3}{s}.$ Neglect the effect of gravity. ${}_1=14\mathrm{.}3f\frac{t^3}{s}$

I $r_y$

Determine the horizontal and vertical force components and $\{$:$F_y)$ required to hold the lateral fitting stationary.

$F_x=ilb$

$F_y=i,lb$