Fluid Mechanics- Pressure on a gate

AI Thread Summary
The discussion revolves around calculating the pressure on a gate in fluid mechanics, where the user has determined the angle of the gate to be 53.1 degrees and calculated the forces involved. The user found the force due to water (Fw) to be 1,177,200 N and the centroid's vertical position (Ycp) to be 3.33 m. However, there is confusion regarding the pressure (P) calculation, as the user arrived at 393 kN, while the textbook states it should be 523 kN. The ambiguity arises from the lack of clarity on the angle P makes with the horizontal or vertical, leading to uncertainty about whether P is perpendicular to the 5m line. The user seeks assistance to resolve this discrepancy in the calculations.
giacomh
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Homework Statement



http://imgur.com/vXkg0


Homework Equations



Fw=γAH

Ycp=bh3/(12)(h/2)b + (h/2)

The Attempt at a Solution



I found the angle of the gate from the horizontal to be 53.1 degrees. Using this, I found y to be 2.5m and H (vertical distance to centroid) to be 6 m (2.5sin(53.1)+4).

I then found Fw=9810*6*(4*5)=1177200N, and Ycp=(4*53)/(12*20*2.5) +2.5=3.33m.

By taking the moment at the ground, I found Fw*(5-3.33)-5P=0, so P= 393kN. My book says the answer should be 523 kN. Help please.
 
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The picture does not show the angle P makes with the horizontal or vertical, so the question looks unanswerable to me. P could be an angle perpendicular to the 5m line or at some angle away from perpendicularity.
 
I believe that P is supposed to be perpendicular surface (opposing Fw)
 
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