Thickness

a) load on the top surface

z = h 2

σ 13 = σ 23 = 0 , σ 33 = σ 0 sin ( m π x 1 a ) sin ( n π x 2 b )

z = h 2

σ 13 = σ 23 = σ 33 = 0

b) load on the bottom surface

z = h 2

σ 13 = σ 23 = σ 33 = 0

z = h 2

σ 13 = σ 23 = 0 , σ 33 = σ 0 sin ( m π x 1 a ) sin ( n π x 2 b )