(P6.33)-A pipe of 300 mm diameter conveying 0.30 m^3/s of water has a right angled bend in a horizontal plan. Find the resultant force exerted on the bend if the pressure at inlet and outlet of the bend are 24.525 N/cm^2 and 23.544 N/cm^2.

(P6.33)-A pipe of 300 mm diameter conveying 0.30 m^3/s of water has a right angled bend in a horizontal plan. Find the resultant force exerted on the bend if the pressure at inlet and outlet of the bend are 24.525 N/cm^2 and 23.544 N/cm^2.

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