Every diver is taught that the pressure at any point in a still body of water is the sum of the pressure due to the
weight of the atmosphere and the pressure due to the weight of the column of water directly above that point. That
much is fairly straightforward. What may not be so obvious, however, is that the total pressure at a point is
exactly the same from all directions.
Assume static equilibrium, i.e. no part of the water is in motion relative to any other part. Lack of resistance to shear
(property (i)) implies that the external force on each slab face must act in a direction perpendicular
to that face. If this were not so, there would be a shear stress across the slab face and it would move, which
would contradict the assumption of static equilibrium. The forces on the slab faces are therefore as shown in
Figure 1. Not shown are the two other forces which act on the slab edges that are in the plane of the figure.
F2 = F1*sinA Equation 1
But the forces F1 and F2 act on surface areas A1 and A2, respectively, where
A1=L*S ; A2=L(S*sinA) Equation 2
F1 = P1*A1 = P1*L*S ; F2 = P2*A2 = P2*L(S*sinA) Equation 3
P1 = P2 Equation 4
F1*cosA + Mg = F3 Equation 5
M = d[0.5L(S*sinA)(S*cosA)] Equation 6
A3 = L(S*cosA) Equation 7
F3 = P3*L(S*cosA) Equation 8
P3 = P1 + 0.5*d(S*sinA)g Equation 9
P3 = P1 Equation 10