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The fire hydrant is tested under a high standpipe pressure. The total flow of 10 ft^3 / sec is divided equally between the two outlets, each of which has a cross-sectional area of 0.040 ft^2. The inlet cross sectional area at the base is 0.75 ft^2 . Neglect the weight of the hydrant and water within it and compute the tension T, the shear V, and the bending moment M in the base of the standpipe at B. The specific weight of water is 62.4 lb/ft'. The static pressure of the water as it enters the b
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