5.) 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 vertical component of the hydrostatic force on the submerged curved section of the gate. Use unit weight of water 9.80 kN/m^3.
5.) 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 vertical component of the hydrostatic force on the submerged curved section of the gate. Use unit weight of water 9.80 kN/m^3.
Chapter2: Loads On Structures
Section: Chapter Questions
Problem 1P
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5.) 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 vertical component of the hydrostatic force on the submerged curved section of the gate. Use unit weight of water 9.80 kN/m^3.
fluid
Transcribed Image Text:water surface
2.5 m
2.7 m
y? = 5x (parabola)
%3D
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