Shear force,
F = 6.4 kN = 6,400 N
Area of the top surface = 40 × 40 = 1,600mm2
hear stress, τ = +6, 400/1,600
= + 4N/mm2 (as shown)
Shear stress on the vertical face CBEF = τ′ = - 4N/mm2
Shear stress distribution on vertical surface is τ′ = - 4MPa (uniform)
Shear stress tends to rotate the body in anticlockwise direction. Figure 1.11 shows the shear stress distribution on face ABCD.
Students should learn how to draw complementary shear stress. Many a times in interviews, they fail to explain the concept of complementary shear stresses.