(a) Shear stress, τ = force/area parallel to the force
Area of any face parallel to the force
= 500 mm × 20 mm
= (0.5 × 0.02) m2 = 0.01 m2
Hence, shear stress
τ = 200 N/0.01 m2
= 20000 Pa or 20 kPa
(b) Shear strain, γ = x/L (see side view)
= 15/300 = 0.05 (or 5%)