Bending moment co-efficient and shear coefficient for continuous beams of uniform cross-section as per IS:456 (table 12 and 13) may be used only when spans do not differ to the longest span by

Bending moment co-efficient and shear coefficient for continuous beams of uniform cross-section as per IS:456 (table 12 and 13) may be used only when spans do not differ to the longest span by

a) 15%   (Ans)

b) 20%

c) 10%

d) 12%