RCC Structures Design
On an absolutely rigid foundation base, the pressure will

Not be uniform
Be uniform
Be zero at the centre of the foundation
Be more at the edges of the foundation

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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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