Module 3: Hydrostatic forces on submerged bodies
  Lecture 6: Calculation of vertical component
 
 
Hydrostatic forces on submerged surfaces
Consider a surface AB of an object submerged in a liquid (not necessarily water; the name hydrostatic force is, therefore, misnomer!). Top of the liquid-surface is exposed to atmosphere. The co-ordinate axis has been placed at the bottom of the liquid.
(Fig. 6a)
Pressure ‘p’ acts normal to the elemental surface, dA at a distance ‘z’
  (differential force) acting on the surface
        
         ,      
       ,
.This is the force acting only due to hydrostatic (liquid) pressure. Therefore,
.Such direct integration can be performed only for special (well-defined) geometries such as an arc of a circle because the normal to all arcs of the circle will pass through the center of the circle, or a horizontal surface because in such case .
It is easier to work on the vertical and horizontal components of the force separately.