Solving Hydrostatic Forces with Integral or Volume/Weight?

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SUMMARY

The discussion focuses on solving hydrostatic forces in fluid mechanics, specifically regarding the vertical component of force acting on a dam. The participant confirms that integration can effectively solve the problem but questions the presence of an upward vertical force component. It is established that pressure acts normal to the surface, implying that if the normal vector has a vertical component, the pressure force will also exhibit a vertical component. The recommended approach is to express the normal vector as a function of x or y for integration purposes.

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I am actually trying to solve a problem from fluid mechanics. The especifications of the problem are on the attachment.

I can solve the problem easily by integration, but I'm not so sure if there is a vertical component of a force in the "dam" acting upward. There is a vertical component of the force acting upward?
If there is, there is another method to solve the problem without integration, using properties such as volume, specific weight... to find that vertical component?
 

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I'm not sure what the various parts of your drawing represent. However, in general, pressure always acts normal to the surface. So if the normal vector of your surface at a given point has a vertical component then the pressure force will also have a vertical component. The easiest way to do something like this is to write an expression for the normal vector as a function of x (or y) and then use that in the integration.
 

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