In this paper, the differential equations of Mindlin plates are derived from basic principles by simultaneous satisfaction of the differential equations of equilibrium, the stress-strain laws and the strain-displacement relations for isotropic, homogenous linear elastic materials. Equilibrium method was adopted in the derivation. The Mindlin plate equation was obtained as a system of simultaneous partial differential equations in terms of three displacement variables (parameters) namely w( x,y,z=0),θ
x (x,y)and θ
y(x,y) where w(x, y, z) is the transverse displacement θ
x and θ
y are rotations of the middle surface. It was shown that when θ
x =-
∂w/
∂x, θ
y=-
∂w/
∂xand k → ∞ where k is the shear correction factor, the Mindlin plate equations reduce to the classical Kirchhoff plate equation which is a biharmonic equation in terms of w(x, y, z = 0).
Keywords: Mindlin plate, Kirchhoff plate, tranverse displacement, rotations, shear correction factor, biharmonic equation.