A vertical triangular gate with top base horizontal and 2.5 wide is 4m high. It is submerged in oil having S.G = 0.82 with its top base submerged to a depth of 2m. Determine the magnitude of the total hydrostatic force acting on one side of the gate

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A: The given figure is shown below:

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Q: EX/ Find h to cause Zero normal stress at Point (b) at base of dam. Find a ? B=1m 3m Assume Xw = 10…

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