In a R.C. section under flexure, the assumption that "a plane section before bending remains plane after bending" leads to
A
Strain distribution being linear across the depth
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B
Stress distribution being linear across the depth
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C
Both stress and strain distribution being linear across the depth
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D
Shear stress distribution being uniform along the depth
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Solution
The correct option is A Strain distribution being linear across the depth Plane sections normal to the axis remain plane after bending, this assumption means that strain at any point on the cross-section is directly proportional to its distance from the neutral axis.