Water flows through a horizontal, 180 pipe bend as shown in figures. The flow cross-sectional area is constant at a value of 0.1 ft2 through the bend. The magnitude of the flow velocity everywhere in the bend is 50ft/s. The hydrostatic pressures at the entrance and exit of the bend are 30 psi and 24 psi, respectively. Calculate the horizontal and vertical components of the anchoring force required to hold the bend in place.

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