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In a Limit State Method (LSM) design of RCC beams, what is the maximum strain assumed in concrete at the outermost compression fiber at collapse in flexure?

A0.0020
B0.0035
C0.0045
D0.0050

Explanation

Under Limit State of Collapse in Flexure (IS 456 / design codes), maximum compressive strain in concrete at the extreme compression fiber is taken as 0.0035 (0.35%).

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