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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