Solution:As per IS 456 : 2000- the redistribution of moments may be carried out satisfying the following conditions.
(a) Equilibrium between the internal forces and the external loads is maintained.
(b) The ultimate moment of resistance provided at any section of a member is not less than 70% of the moment at that section obtained from an elastic maximum moment diagram covering all appropriate combination of loads.
(c) The elastic moment at any section in a member due to a particular combination of loads shall not be reduced by more than 30% of the numerically largest moments given anywhere by the elastic maximum moments diagrams for the particular member, covering all appropriate combination of loads.