SSC JE Civil 6 Jun 2024 Shift 1 Paper

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Question : 194 of 200

Marks: +1, -0

As per IS 456 : 2000, the maximum compressive strain at highly compressed fiber in RCC column subjected to bending and axial compression is given by: (Consider no tension in the section).

0.0035 + 0.75 × (strain at the least compressed extreme fiber)
0.002 - 0.75 × (strain at the least compressed extreme fiber)
0.002 + 0.75 × (strain at the least compressed extreme fiber)
0.0035 - 0.75 × (strain at the least compressed extreme fiber)

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