Consider the following statement for a beam based on theory of bending:
1. Strain developed in any fibre is directly proportional to the distance of fibre from neutral surface.
2. For flexural loading and linearly elastic action the neutral axis passes through the centroid of cross-section.
3. The assumption of the plane cross-section remaining plane will not hold good during inelastic action.
4. Instances in which the neutral axis does not pass through the centroid of a cross-section include a homogenous symmetrical beam (with respect to axis) and subjected to inelastic action.
Which of these statements are correct ?