. A liquid with density p = 900 kg/m flows steadily through the pipe. The mainline diameter is 0.1 m. The diameter of the lateral is D3= 0.075 m, and the lateral angle is 0= 55. Measurements show that the pressure p=235 kPa, and p2= 239 kPa and p3-230 kPa. The velocities are: V=6 m/s, V2 = 3.5 m/s and V3-4 m/s. Neglect gravity. Determine the horizontal and vertical force components (Fx and Fy) required to hold the pipe stationary. (25 points) 7 L. .