The hydrostatic forces acting on the vertical and horizontal plane surfaces as well as the weight of the liquid block are determined as Horizontal force on vertical surface:
"\ud835\udc39_\ud835\udc3b = \ud835\udc39_\ud835\udc65 = \ud835\udc43_{\ud835\udc4e\ud835\udc63\ud835\udc52}\ud835\udc34 = 9810\\times(4.2 + \\frac{0.8}{2}) (0.8\\times1) = 36101 N"
Vertical force on horizontal surface (upward):
"\ud835\udc39_\ud835\udc66 = \ud835\udc43_{\ud835\udc4e\ud835\udc63\ud835\udc52}\ud835\udc34 = 9810\\times5\\times(0.8\\times1) = 39240 N"
Weight of fluid block per m length (downward):
"\ud835\udc4a = \ud835\udc5a\ud835\udc54 = \u03c1gV = \u03c1g(\ud835\udc45^2 \u2212 \\frac{\u03c0\ud835\udc45^2}{4})\\times(1)"
"\ud835\udc4a = 9810 (0.8^2 \u2212 0.8^2\\times\\frac{\u03c0}{4})\\times(1) = 1347 N"
The net upward vertical force is
"\ud835\udc39_\ud835\udc49 = \ud835\udc39\ud835\udc66 \u2212 \ud835\udc4a = 39240 \u2212 1347 = 37893 N"
Then the magnitude and direction of the hydrostatic force acting on the cylindrical surface become
"\ud835\udc39_\ud835\udc45 = \\sqrt{(\ud835\udc39_\ud835\udc3b)^2 + (\ud835\udc39_\ud835\udc49)^2}"
"\ud835\udc39_\ud835\udc45 = \\sqrt{(36101)^2 + (37893)^2} =52337 N"
The tangent of the angle it makes with the horizontal is
"\\theta = arctan(\\frac{\ud835\udc39_\ud835\udc49}{\ud835\udc39_\ud835\udc3b}) = arctan(\\frac{37893}{36101}) = 46.4\u00b0"
(b) When the water level is 5 m high, the gate is about to open and thus the reaction force at the bottom of the cylinder is zero. Then the forces other than those at the hinge acting on the cylinder are its weight, acting through the center, and the hydrostatic force exerted by water. Taking a moment about point A at the location of the hinge and equating it to zero gives
"F_RRsin\\theta \u2013 W_{cyl}R = 0 \u2192 \ud835\udc4a_{\ud835\udc50\ud835\udc66\ud835\udc59} = F_RRsin\\theta = 52337\\times\ud835\udc60\ud835\udc56\ud835\udc5b46.4 = 37900 N"
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