A cantilever of 4 m span carries a uniformly distributed load of 5 kN/m on the whole span. Find the value of maximum deflection in the beam. Take E = 2 ×105 N/mm2 and moment of inertia of beam section = 2 × 108 N/mm2.
1
5.33 mm
2
4 mm
3
16 mm
4
10.66 mm