Force (\( F \)):

\[ F = \gamma h_c A \]

Vertical Height (\( h_p \)):

\[ h_p = h_c + e \]

Eccentricity (\( e \)):

\[ e = \frac{I_{NA}}{h_c A} \]

Centroidal Moment of Inertia (\( I_{NA} \)):

• Rectangle: \(\frac{B H^3}{12}\)
• Triangle: \(\frac{B H^3}{36}\)
• Circle: \(\frac{\pi D^4}{64}\) or \(\frac{\pi R^4}{4}\)