This is a classic hydrostatic problem, I will leave an attached image
of a possible sum of forces and the problem in question,
[tex]dF = pdA = (\rho gy) (wdy)[/tex]
[tex]F = \rho gw \int \limit ^ d_0 ydy = \rho gw \frac {d ^ 2} {2}[/tex]
For the point in question,
[tex]\bar {Y} = \frac {\int ydF} {\int dF} = \frac {\rho gw \int \limit ^ d_0 y ^ 2dy} {\rho gw \int \limit ^ d_0 ydy}[/tex]
[tex]\bar {Y} = \frac {d ^ 3/3} {d ^ 2/2} = \frac {2d} {3} = \frac {2 * 3.9} {3} = 2.6m[/tex]
From the bottom = 3.9-2.6 = 1.3
Well things
[tex]\sum M_A = 1.3F-6T = 0[/tex]
[tex]T = \frac {1.3} {6} * (1263 * 9.8 * 5 * \frac {3.9 ^ 2} {2})[/tex]
[tex]T = 101974N[/tex]
[tex]F_ {A} = F-T = 368676N[/tex]