RCC Structures Design
In a pre-stressed member it is advisable to use

High strength concrete and high tensile steel
Low strength concrete only
High strength concrete only
Low strength concrete but high tensile steel

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RCC Structures Design
Bottom bars under the columns are extended into the interior of the footing slab to a distance greater than

42 diameters from the centre of the column
42 diameters from the inner edge of the column
24 diameters from the centre of the column
42 diameters from the outer edge of the column

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