How Do You Calculate Tension in a Gate Retaining Cable with Water Pressure?

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To calculate the tension in a gate retaining cable under water pressure, one must first understand the forces acting on the gate due to the water. The pressure exerted by the water at a depth of 1.5m can be determined, and this pressure varies along the height of the gate, necessitating an integral approach to sum the forces. A free body diagram should be sketched to visualize all forces acting on the gate, allowing for equilibrium statements to be made. The discussion emphasizes breaking the problem into manageable parts, considering different force applications, and understanding pressure distribution. Overall, a methodical approach is essential for solving this mechanical principles problem effectively.
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hi guys, i have a problem with mechanical principles. ill write the question here but ill also attatch a word doc with a drawing included. i understand that when posting such questions, an attempt at solution is also expected. that's a bit difficult as i can't seem to fathom where to start with it. so i was wondering if i could get a little help with method rather than numbers and answers?? after all, I am going to get more like this so best understand it too :D anyway here goes;

Water is retained in a 1m wide rectangular section channel by a sluice gate that can pivot about its base, as shown below. Determine the tension in the horizontal retaining cable attached to the top of the gate when the depth of the water in the channel is 1.5m the density of water is 1000kgm.

any help with this guys would be greatly appreciated!
 

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First off, let's break it into parts. Would you be able to figure out the tension if instead of water, you had a generic force pushing at the midway point of the gate?

How about if the force was at some other point besides halfway?

Now, could you figure it out if you had two forces pushing at different points?

So from there, your problem really comes into figuring out how much force does the water present to the gate and where. I would suggest taking a sum of the tension created by an infinite number of forces at an infinite number of points from the bottom to the 1.5m mark. That is to say, I would take an integral. The trick is now figuring out what are the forces that I want to integrate... I'll leave that to you.

(Maybe there is a simpler way, but this is what occurs to me at the moment.)
 
Can you work out the pressure of water at a depth of 1.5 m? Can you sketch the pressure distribution on the gate? Can you work out the water force trying to open the gate? Can you draw a free body diagram of the gate and put on it all the forces acting? Can you make equilibrium statements about your free body diagram?
 
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