6. The gate shown in figure below is 1.5 m wide and is hinged at point B and rests against a smooth wall at point A. Compute (a) force on the gate due to seawater pressure, (b) the horizontal force P exerted by the wall at point A, and (c) the reactions at the hinge B. Pa 4.5 m Seawater 10,000 N/m³ 3 B Hinge Gate 2.4 m Wall 1.8 m

Structural Analysis
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Chapter2: Loads On Structures
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6.
The gate shown in figure below is 1.5 m wide and is hinged at point B and rests
against a smooth wall at point A. Compute
(a) force on the gate due to seawater pressure,
(b) the horizontal force P exerted by the wall at point A, and
(c) the reactions at the hinge B.
Pa
4.5 m
Seawater
10,000 N/m³
3
B
Hinge
Gate
2.4 m
Wall
1.8 m
Transcribed Image Text:6. The gate shown in figure below is 1.5 m wide and is hinged at point B and rests against a smooth wall at point A. Compute (a) force on the gate due to seawater pressure, (b) the horizontal force P exerted by the wall at point A, and (c) the reactions at the hinge B. Pa 4.5 m Seawater 10,000 N/m³ 3 B Hinge Gate 2.4 m Wall 1.8 m
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