The fire hydrant is tested under a high standpipe pressure. The total flow of 10 ft3/sec is divided equally between the two outlets, each of which has a cross-sectional area of 0.040 ft2. The inlet crosssectional area at the base is 0.75 ft2. 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/ft3. The static pressure of the water as it enters the base at B is 120 lb/in.2
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