Question: Consider a 5 0 0 kg gate underwater as shown below, hinged on point A . Take the specific gravity of sea water to be

Consider a 500 kg gate underwater as shown below, hinged on point A. Take the specific gravity of sea water to be 1.026.
Draw a hydrostatic pressure distribution profile on the gate. Mark the centroid of the gate and label its postion from point A. Calculate the approproate center of pressure magnitude. If the gate has a width of 10m. Determine the center of pressure location and label that point with respect to A. Determine the minimum force, F required to open the gate if F acts 1m from the bottom of the gate.
Consider a 5 0 0 kg gate underwater as shown

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