Water flows through a 2-ft-diameter pipe arranged horizontally in a circular arc as show...

Water flows through a 2-ft-diameter pipe arranged horizontally in a circular arc as shown in Fig. P5.95. If the pipe discharges to the atmosphere (p = 14.7 psia), determine the x and y components of the resultant force needed to hold the piping between sections (1) and (2) stationary. The steady flowrate is 3000 ft³/min. The loss in pressure due to fluid friction between sections (1) and (2) is 25 psi.