RCC Structures Design
Minimum spacing between horizontal parallel reinforcement of different sizes, should not be less than

One diameter of thinner bar
Twice the diameter of thinner bar
One diameter of thicker bar
None of these

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RCC Structures Design
According to load factor method, the permissible load ‘W’ on a short column reinforced with longitudinal bars and lateral stirrups, is

Stress in steel × area of steel
Stress in concrete × area of concrete + Stress in steel × area of steel
None of these
Stress in concrete × area of concrete

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