Fluid mechanics civil engineering

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The discussion revolves around calculating the force on a hinged door in a tank with an inclined wall, where the specific gravity of sea water is provided. The initial calculations presented involve using pressure equations and trigonometric functions to determine the force due to the fluid. However, there is confusion regarding the problem statement, specifically the mention of sea water without clear context on its relevance to the oil force calculation. Additionally, the method of applying a uniform depth across the door's area is questioned, suggesting a need for a more accurate approach. Clarification on the fluid type and a more precise calculation method are necessary for accurate results.
Mikee Carlos
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As shown in the attached image, a tank has an inclined wall at an angle of 450 to the horizontal. On this wall, there is a 1m square door that is hinged at A and has a simple latch at B. The distance between A and the free surface of sea water measured along the inclined wall is 2 m. (Specific gravity of sea water sg = 1.1). Calculate the force F on the door due to the oil
MY WORKING OUT could anyone pls help check if i am right :) P=F/A SO F=PA than F=densitygravitysin(angle)Areaheight now in order to find the height cause it's inclined i did sin 90/2=sin45/x cross multiply to get x-1.414 back to the formula 1100*9.81*sin45*1m^2*1.414 and i got 10.789kN as my force
 
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Hello Mikee, :welcome:

I find the problem sattement confusing: it asks for
Mikee Carlos said:
the force F on the door due to the oil
but it only gives the specific gravity of sea water. Why ? Where is the sea water ?
Your calculation also seems unlikely to me: you use 1.41 m (the depth of point A) as the depth for every point on the door ?
 
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