$3-$from problem on $2-92.$

Show computations, procedures and solution values for the following:

The gate $CD$ and vertical wall $AC$ have a width into the page $=10ft.$

All fluids are water. Depth $h=6ft$ and gate $CD$ has weight $=50$ kips.

Compute:

$($A$)$ Gauge pressure $(($:$psf=l\frac{b}{f}{t}^2\}$ at point D on the left $($side B$)$

$($B$)$ Hydrostatic force, $),$ on vertical section of right side $($side $A)$ on panel $AC$

$($C$)$ Location of center of pressure, $P(xp,yp),$ of Hydrostatic force $F_{AC}$ on side $AC-$ indicate location on sketch

$($D$)$ Hydrostatic force, $F_{BD}(lb),$ on side $BD$

$($E$)$ Location of center of pressure, $P(xp,yp),$ of Hydrostatic force $F_{BD}$ on side $AC-$ indicate location on sketch

$($F$)$ Hydrostatic force, $F_{CD}(Ib),$ on section $CD$