It is given that the vertical triangular plate has a height of \(5m\) and the base of\(4m\).
The whole plate is under the water.
Assume the horizontal axis at the tip of the plate.
Let the vertical axis passes through the middle of the plate.
Consider the \({\rm{ith}}\) strip of width \(\Delta y\) be at the distance \(y_i^*\) below the horizontal axis such that the area is \(2 \times \frac{1}{2} \times \left( {\frac{2}{5}y} \right) \times \Delta y = \frac{2}{5}y\Delta y\).
The pressure of the \(ith\) strip is\(2 \times \frac{1}{2} \times \left( {\frac{2}{5}y} \right) \times \Delta y = \frac{2}{5}y\Delta y\).
The force is computed as
\({F_i} = {P_i}{A_i}\)
\( = \rho {d_i}{A_i}\)
\( = 62.5y_i^*\left( {\frac{2}{5}y_i^*\Delta y} \right)\)
\( = 25{\left( {y_i^*} \right)^2}\Delta y\)
If there are \(n\) strips the sum of forces becomes\(\sum\limits_{i = 1}^n {{F_i}} = \sum\limits_{i = 1}^n 2 5{\left( {y_i^*} \right)^2}\Delta y\).
Apply limit\(n\) tends to\(\infty \)in order to obtain the integral as follows.
\(\mathop {\lim }\limits_{n \to \infty } \sum\limits_{i = 1}^n {{F_i}} = \mathop {\lim }\limits_{n \to \infty } \sum\limits_{i = 1}^n 2 5{\left( {y_i^*} \right)^2}\Delta y = \int_0^5 2 5{y^2}dy\)
Compute the integral:
\(\int_0^5 2 5{y^2}dy = 25\left[ {\frac{{{y^3}}}{3}} \right]_0^5\)
\( = 25\left[ {\frac{{{{(5)}^3}}}{3} - 0} \right]\)
\( = \frac{{3125}}{3}\)
\( = 1041\frac{1}{3}{\rm{lb}}\)
Therefore, the integral for the hydrostatic force is \({\rm{ }}\int_0^5 2 5{y^2}dy\){and is evaluated\(1041\frac{1}{3}{\rm{lb}}{\rm{. }}\)