The gate shown in figure below is triangular in shape whose base is 5 m. The vertex of the triangle is at 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. F = 378.75 kN RB = 245.49 kN RA=303.55 kN 5m y = 10.10 kN/m² A 4m B 3m 5m

Structural Analysis
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Chapter2: Loads On Structures
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The gate shown in figure below is triangular in shape whose base is 5 m. The vertex of the triangle is at 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.
F = 378.75 kN
RB = 245.49 kN
RA=303.55 kN
5m
y = 10.10 kN/m²
A
4m
B
3m
5m
Transcribed Image Text:The gate shown in figure below is triangular in shape whose base is 5 m. The vertex of the triangle is at 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. F = 378.75 kN RB = 245.49 kN RA=303.55 kN 5m y = 10.10 kN/m² A 4m B 3m 5m
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