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Why shrinkage is more in Singly Reinforced section as compare to doubly Reinforced Section in RCC ?

Why shrinkage is more in the Singly Reinforced section as compare to doubly Reinforced Section in RCC? Please give a detailed reason for what happens due to the uneven Distribution of Steel bars in the RCC section.

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Why shrinkage is more in Singly Reinforced section as compare to doubly Reinforced Section in RCC ?

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