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Question

A pipe of uniform cross sectional area a has a right angled bend. Impure water of density ρ flows through the horizontal portion of the pipe. The distance covered by water per second at the bend to keep the pipe in equilibrium against an applied force F at the bend is :
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A
ρaF2
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B
2ρF
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C
(2Fρa)12
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D
(F2ρa)12
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