Question: Q 1 . ( a ) Explain briefly how shear design provisions in IRC 1 1 2 differ from IS 4 5 6 . (

Q1.(a) Explain briefly how shear design provisions in IRC 112 differ from IS 456.
(b) Explain why box girders are primarily chosen as a superstructure for curved bridges.
(c) Why does the IRC 112 Code impose minimum and maximum limits with regard to spacing. and percentage area of reinforcement?

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