What is the force of excessive hydrostatic pressure in a closed vessel on a vertical rectangular wall, recessed along the upper edge? Provided that the wall height h = 2m and the width b = 16m. The surface overpressure is p0 = 100 kPa.
Given: h = 2m; b = 16m; p0 = 100 kPa = 105 Pa; g = 10m2 / s; 1at = 10m water.st = 0.1MPa = 105 Pa
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