Determine the deflection at the end of the overhang by
applying the conjugate beam method or moment area method.
The modulus of rigidity is 5.4x10^3KNm^2
hint: The solution of beam deflection can be checked using double
the virtual work and Castigliano’s methods.
Extracted text: 12.33KN/m D (E 2m 2m 3.0m B