How can calculus be applied to determine wind force and moments on a wall?

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SUMMARY

This discussion focuses on applying calculus to determine the wind force and moments acting on a wall that is partially buried. The wall is 0.7 meters below ground and 2.0 meters above ground, with wind speed modeled as V=V_0 h/2. The pressure exerted by the wind is calculated using the formula P=ρv^2, leading to the total wind force being derived from the integral of pressure over the wall's height. The user seeks clarification on integrating the force for moments, particularly when considering the wall's position relative to ground level.

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21joanna12
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I am trying to get more familiar with using calculus in unfamiliar situations, although I am stuck when thinking about moments. I am considering a wall that is depressed 0.7m into the ground and sticks out above ground by 2.0m (and has a width of w metres) and I am assuming that wind speed varies linearly with height about ground so that the wind speed at the ground is zero and at 2m is a max speed of V_0, so that V=V_0 h/2.

Now assuming the wind is stopped by the wall, the pressure of the wind at a given height is P=\frac{Force_{on small area,dA}}{dA}=\frac{mass per second_{hitting area,dA} v_{wind speed}}{dA}=\frac{\rho_{air}vdA v}{dA}=\rho v^2 = \rho v_0^2 h^2/4

Now to find the total force of the wind, I would integrate the pressure with respect to the area, and since the width of the wall w is constant, this turns out to be
\int_{0}^{2}Pwdh =\rho w v_0^2/4 \int_{0}^{2}h^2dh

But then for the moment about the lowest edge of the wall wedged into the ground, it would be \int_{0.7}^{2.7}Fdh but the force is an integral of h because it is pressure x w x dh, so how do I deal with integrating with respect to h twice? Could someone please explain the principles behind this as well because I am really trying to improve my skills in applying calculus...

Note: I realize that this sounds like a homework question, but it is not. It is just something I was thinking about and trying to fiddle with myself. If it would be better suited to the homework thread though, I would be happy to move it, it's just that my main question is about applied calculus methods rather than just finding an answer to a question :)
 
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I also think I may have made a mistake because in my calculation for the pressure at a given height, I assumed that the height h=0 occurs at ground level, and I used this resulT of pressure in my caulculation for the moment, however in my calculation for the moment I assumed that the point 0.7m below ground was zero, so then I think it pressure equation no longer applies. Is there a way I can go about this?
 

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