Concrete Technology and Design of Concrete Structures
The average permissible stress in bond for plain bars in tension is

decreased by 25% for bars in compression
increased by 10% for bars in compression
decreased by 10% for bars in compression
increased by 25% for bars in compression

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Concrete Technology and Design of Concrete Structures
If the foundations of all the columns of a structure are designed on the total live and dead load basis, then

there will be no settlement of columns
there will be no differential settlement
the settlement of exterior columns will be more than interior columns
the settlement of interior columns will be more than exterior columns

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