1. A vertical circular gate 3 m diameter is submerged in water with its top is 2m below the water surface. Compute the total pressure and its location from the water surface ? 1. F = 242 kN YR = 3.66 m from the water surface

Structural Analysis
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Author:KASSIMALI, Aslam.
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Chapter2: Loads On Structures
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1. A vertical circular gate 3 m diameter is submerged in water with its top is 2m below the water surface.
Compute the total pressure and its location from the water surface ?
1. F = 242 kN
YR = 3.66 m from the water surface
2. The gate shown in figure below is triangular in shape whose base is 5 m. The vertex of the triangle is hinged
at point A, and rest against a smooth wall at B. Compute the total force acting on the gate due to sea water (y
= 10.10 kN/m³), also compute for the reaction at point A and B, neglect the weight of the gate.
5m
2. F=378.75 kN
RB = 245.49 kN
RA=303.55 kN
Y = 10.10 kN/m³
A
4m
B
3m
5m
Transcribed Image Text:1. A vertical circular gate 3 m diameter is submerged in water with its top is 2m below the water surface. Compute the total pressure and its location from the water surface ? 1. F = 242 kN YR = 3.66 m from the water surface 2. The gate shown in figure below is triangular in shape whose base is 5 m. The vertex of the triangle is hinged at point A, and rest against a smooth wall at B. Compute the total force acting on the gate due to sea water (y = 10.10 kN/m³), also compute for the reaction at point A and B, neglect the weight of the gate. 5m 2. F=378.75 kN RB = 245.49 kN RA=303.55 kN Y = 10.10 kN/m³ A 4m B 3m 5m
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