4 The section of a gate at the end of a tank is shown below. The length of the gate is 3 m normal to the paper and hinge at O. If the depth of water is 2.50 m, neglecting the weight of the gate calculate the horizontal force P in kN to maintain equilibrium. Use unit weight of water 9.80 kN/m^3. * water surface 2.5 m y 2.7 m y² = 5x (parabola)
4 The section of a gate at the end of a tank is shown below. The length of the gate is 3 m normal to the paper and hinge at O. If the depth of water is 2.50 m, neglecting the weight of the gate calculate the horizontal force P in kN to maintain equilibrium. Use unit weight of water 9.80 kN/m^3. * water surface 2.5 m y 2.7 m y² = 5x (parabola)
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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